Geotechnical Engineering

COORDINATOR
CONTACT
Building C2 (North Campus)
Tel.: (+34) 934 011 784
E-mail: doctorat.ET.camins@upc.edu
The doctoral programme in Geotechnical Engineering brings together two areas of knowledge that are widely recognised in international research: geotechnical engineering and groundwater hydrology (or hydrogeology). The subjects proposed in both categories or specialisations are equivalent to those established in the doctoral programmes of university departments that are well-known in other countries. The adoption of a single doctoral programme enriches the two specialisations, as they have numerous topics in common, especially in the conceptual area (some shared subjects are: flow in a porous medium; transport; thermal, mechanical, hydraulic and chemical interactions) that corresponds to the appropriate level for a doctoral programme.
The research topics and lines explored by the programme lecturers are reflected in the doctoral theses that have been completed in the past. The group that teaches the programme is well-known for its contributions to the development of mathematical and numerical models in various areas (flow in heterogeneous media, transport of pollutants, resource optimisation, constitutive equations of materials, development of advanced calculation programmes) and for its association with European and international projects in many areas relating to geotechnical engineering over the last twenty years. The projects that it has been awarded are a constant source of new research topics that are offered to students for their thesis preparation.
General information
Access profile
In relation to scientific and technological areas associated with geotechnical engineering, the admission requirements for students can be summed up in three words:
1) knowledge,
2) ability and
3) motivation.
That is:
1) Students should have sufficient educational experience to access the frontier of knowledge in one of the programme’s subject areas.
2) They should be academically mature and have sufficient ability to go further so that they can make a new, original contribution to the state of knowledge or technology in the area of the doctoral thesis. Consequently, they should be able to research, develop and create. They must have the ability to analyse and synthesise, a critical spirit, the capacity to work, and the ability and skills required for team work and oral and written communication. A command of the English language is also essential. It is important to have a good source of funding.
3) Students should be really motivated and ready for a long-term project, they must be ambitious but realistic, with personal maturity and emotional intelligence and a plan for the future that enables them to benefit from the effort and cost that doctoral studies represent.
To date, most of the students on our doctoral programme have had these characteristics. Many of them are now lecturers or researchers in universities, service institutions and research centres in Spain, Latin America and the rest of the world.
The natural route into the doctoral programme is via the master’s degree in Geotechnical Engineering at the UPC. If students have completed this degree, they do not need to take additional master’s degree subjects (bridging courses).
Students who come from other master’s degrees must show that they have basic knowledge of fundamental subjects in the area of geotechnical engineering. If students do not have this knowledge, they must take bridging courses in subjects of the master’s degree in Geotechnical Engineering at the UPC. The academic committee of the doctoral programme will decide which additional subjects each student must take, depending on what they have studied in their master’s degree.
Main entrance qualifications:
Engineers or university graduates, preferably in the areas of civil engineering, geological engineering and architecture. In addition, candidates must have a master’s degree in the area of civil engineering, earth sciences or other related areas. Other curricula and educational backgrounds will be assessed by the programme’s academic committee.
Output profile
Doctoral candidates who complete a doctoral degree will have acquired the following competencies, which are needed to carry out quality research (Royal Decree 99/2011, of 28 January, which regulates official doctoral studies):
a) A systematic understanding of the field of study and a mastery of the research skills and methods related to the field.
b) An ability to conceive, design or create, put into practice and adopt a substantial process of research or creation.
c) An ability to contribute to pushing back the frontiers of knowledge through original research.
d) A capacity for critical analysis and an ability to assess and summarise new and complex ideas.
e) An ability to communicate with the academic and scientific community and with society in general as regards their fields of knowledge in the manner and languages that are typical of the international scientific community to which they belong.
f) An ability to foster scientific, technological, social, artistic and cultural progress in academic and professional contexts within a knowledge-based society.
The award of a doctoral degree must equip the graduate for work in a variety of settings, especially those requiring creativity and innovation. Doctoral graduates must have at least acquired the personal skills needed to:
a) Develop in contexts in which there is little specific information.
b) Find the key questions that must be answered to solve a complex problem.
c) Design, create, develop and undertake original, innovative projects in their field.
d) Work as part of a team and independently in an international or multidisciplinary context.
e) Integrate knowledge, deal with complexity and make judgements with limited information.
f) Offer criticism on and intellectually defend solutions.
Finally, with respect to competencies, doctoral students must:
a) have acquired advanced knowledge at the frontier of their discipline and demonstrated, in the context of internationally recognised scientific research, a deep, detailed and well-grounded understanding of theoretical and practical issues and scientific methodology in one or more research fields;
b) have made an original and significant contribution to scientific research in their field of expertise that has been recognised as such by the international scientific community;
c) have demonstrated that they are capable of designing a research project that serves as a framework for carrying out a critical analysis and assessment of imprecise situations, in which they are able to apply their contributions, expertise and working method to synthesise new and complex ideas that yield a deeper knowledge of the research context in which they work;
d) have developed sufficient autonomy to set up, manage and lead innovative research teams and projects and scientific collaborations (both national and international) within their subject area, in multidisciplinary contexts and, where appropriate, with a substantial element of knowledge transfer;
e) have demonstrated that they are able to carry out their research activity in a socially responsible manner and with scientific integrity;
f) have demonstrated, within their specific scientific context, that they are able to make cultural, social or technological advances and promote innovation in all areas within a knowledge-based society;
g) have demonstrated that they are able to participate in scientific discussions at the international level in their field of expertise and disseminate the results of their research activity to audiences of all kinds.
Number of places
15
Duration of studies and dedication regime
Duration
The maximum period of study for full-time doctoral studies is four years, counted from the date of first enrolment in the relevant programme until the date on which the doctoral thesis is deposited. The academic committee of the doctoral programme may authorise a doctoral candidate to pursue doctoral studies on a part-time basis. In this case, the maximum period of study is seven years from the date of first enrolment in the programme until the date on which the doctoral thesis is deposited. To calculate these periods, the date of deposit is considered to be the date on which the thesis is made publicly available for review.
If a doctoral candidate has a degree of disability equal to or greater than 33%, the maximum period of study is six years for full-time students and nine years for part-time students.
For full-time doctoral candidates, the minimum period of study is two years, counted from the date of an applicant's admission to the programme until the date on which the doctoral thesis is deposited; for part-time doctoral candidates it is four years.
When there are justified grounds for doing so, and the thesis supervisor and academic tutor have given their authorisation, doctoral candidates may request that the academic committee of their doctoral programme exempt them from the requirement to complete this minimum period of study.
Temporary disability leave and leave for the birth of a child, adoption or fostering for the purposes of adoption, temporary foster care, risk during pregnancy or infant feeding, gender violence and any other situation provided for in current regulations do not count towards these periods. Students who find themselves in any of these circumstances must notify the academic committee of the doctoral programme, which must inform the Doctoral School.
Doctoral candidates may request periods of temporary withdrawal from the programme for up to a total of two years. Requests must be justified and addressed to the academic committee responsible for the programme, which will decide whether or not to grant the candidate's request.
Extension of studies
If a doctoral candidate has not applied to deposit their thesis before the expiry of the deadlines specified in the previous section, the academic committee of the doctoral programme may, at the request of the doctoral candidate, authorise an extension of this deadline of one year under the conditions specified for the doctoral programme in question.
Dismissal from the doctoral programme
A doctoral candidate may be dismissed from a doctoral programme for the following reasons:
- The doctoral candidate submitting a justified application to withdraw from the programme.
- The doctoral candidate not having completed their annual enrolment or applied for a temporary interruption.
- The doctoral candidate not having formalised annual enrolment on the day after the end of the authorisation to temporarily interrupt or withdraw from the programme.
- The doctoral candidate receiving a negative reassessment after the deadline set by the academic committee of the doctoral programme to remedy the deficiencies that led to a previous negative assessment.
- The doctoral candidate having been the subject of disciplinary proceedings leading to their suspension or permanent exclusion from the UPC.
- A refusal to authorise the extensions applied for, in accordance with the provisions of Section 3.3 of these regulations.
- The doctoral candidate not having submitted the research plan in the period established in Section 8.2 of these regulations.
- The maximum period of study for the doctoral degree having ended, in accordance with the provisions of Section 3.4 of these regulations.
Dismissal from the programme means that the doctoral candidate cannot continue studying at the UPC and that their academic record will be closed. This notwithstanding, they may apply to the academic committee of the programme for readmission, and the committee must reevaluate the candidate in accordance with the criteria established in the regulations.
A doctoral candidate who has been dismissed due to having exceeded the time limit for completing doctoral studies or due to an unsatisfactory assessment may not be Academic Regulations for Doctoral Studies Universitat Politècnica de Catalunya Page 17 of 33 admitted to the same doctoral programme until at least two years have elapsed from the date of dismissal, as provided for in sections 3.4 and 9.2 of these regulations.
Legal framework
Organization
COORDINATOR:ACADEMIC COMMISSION OF THE PROGRAM:
- Gili Ripoll, Jose Antonio
- Olivella Pastalle, Sebastià
- Pinyol Puigmarti, Nuria Merce
- Sanchez Vila, Xavier
- Department of Civil and Environmental Engineering (PROMOTORA)
https://deca.upc.edu/ca/doctorat-recerca/doctorat/terreny
CONTACT:
Building C2 (North Campus)
Tel.: (+34) 934 011 784
E-mail: doctorat.ET.camins@upc.edu
Access, admission and registration
Access profile
In relation to scientific and technological areas associated with geotechnical engineering, the admission requirements for students can be summed up in three words:
1) knowledge,
2) ability and
3) motivation.
That is:
1) Students should have sufficient educational experience to access the frontier of knowledge in one of the programme’s subject areas.
2) They should be academically mature and have sufficient ability to go further so that they can make a new, original contribution to the state of knowledge or technology in the area of the doctoral thesis. Consequently, they should be able to research, develop and create. They must have the ability to analyse and synthesise, a critical spirit, the capacity to work, and the ability and skills required for team work and oral and written communication. A command of the English language is also essential. It is important to have a good source of funding.
3) Students should be really motivated and ready for a long-term project, they must be ambitious but realistic, with personal maturity and emotional intelligence and a plan for the future that enables them to benefit from the effort and cost that doctoral studies represent.
To date, most of the students on our doctoral programme have had these characteristics. Many of them are now lecturers or researchers in universities, service institutions and research centres in Spain, Latin America and the rest of the world.
The natural route into the doctoral programme is via the master’s degree in Geotechnical Engineering at the UPC. If students have completed this degree, they do not need to take additional master’s degree subjects (bridging courses).
Students who come from other master’s degrees must show that they have basic knowledge of fundamental subjects in the area of geotechnical engineering. If students do not have this knowledge, they must take bridging courses in subjects of the master’s degree in Geotechnical Engineering at the UPC. The academic committee of the doctoral programme will decide which additional subjects each student must take, depending on what they have studied in their master’s degree.
Main entrance qualifications:
Engineers or university graduates, preferably in the areas of civil engineering, geological engineering and architecture. In addition, candidates must have a master’s degree in the area of civil engineering, earth sciences or other related areas. Other curricula and educational backgrounds will be assessed by the programme’s academic committee.
Access requirements
As a rule, applicants must hold a Spanish bachelor's degree or equivalent and a Spanish master's degree or equivalent, provided they have completed a minimum of 300 ECTS credits on the two degrees (Royal Decree 43/2015, of 2 February).
Applicants who meet one or more of the following conditions are also eligible for admission:
a) Holders of official Spanish degrees or equivalent Spanish qualifications, provided they have passed 300 ECTS credits in total and they can prove they have reached Level 3 in the Spanish Qualifications Framework for Higher Education.
b) Holders of degrees awarded in foreign education systems in the European Higher Education Area (EHEA), which do not require homologation, who can prove that they have reached Level 7 in the European Qualifications Framework, provided the degree makes the holder eligible for admission to doctoral studies in the country in which it was awarded.
c) Holders of degrees awarded in a country that does not belong to the EHEA, which do not require homologation, on the condition that the University is able to verify that the degree is of a level equivalent to that of official university master's degrees in Spain and that it makes the holder eligible for admission to doctoral studies in the country in which it was awarded.
d) Holders of another doctoral degree.
e) Holders of an official university qualification who, having been awarded a post as a trainee in the entrance examination for specialised medical training, have successfully completed at least two years of training leading to an official degree in a health sciences specialisation.
Legal framework
Admission criteria and merits assessment
The suitability of an applicant’s background will be assessed according to the following criteria:
a) Whether a student’s academic background (subjects taken) is in line with the disciplines in the programme.
The suitability of a student’s background will be assessed in the following terms:
a1) Suitable academic background.
a2) Suitable academic background with bridging courses.
a3) Unsuitable background.
An evaluation of a1 indicates that the student can enter the programme with no need for bridging courses, and a2 means that the student can enter if they take bridging courses. An evaluation of a3 indicates that the student has not been accepted.
Whether a student’s personal background is suitable is assessed by considering the following aspects:
b1) Training: the personal academic record is evaluated.
b2) Capacity: other training activities are evaluated or previous contributions in areas associated with the programme, including knowledge of English. Merit will be given to students who have already been accepted by a programme lecturer who has agreed to be the thesis supervisor.
b3) Motivation: students’ statements in the corresponding section of the application are evaluated. If the academic committee considers it appropriate, this section can also be assessed in an interview.
Sections b1, b2 and b3 are evaluated on a scale of 1 to 10. To enter the programme, students must have a score that is no less than 6 for any section and an overall score above 7. The overall score will be calculated as a weighted average, in which sections b1 and b2 are worth 35% and section b3 is worth 30%. This overall score can also be used to prioritise applications if there are more applicants than available places.
Training complements
The natural route into the doctoral programme is via the master’s degree in Geotechnical and Earthquake Engineering at the UPC. Students who enter through this route do not need to take bridging courses.
Students who enter the programme through other master’s degrees must take bridging courses (a maximum of 60 ECTS) in subjects from the master’s degree in Geotechnical and Earthquake Engineering at the UPC. The academic committee of the doctoral programme will decide which additional subjects each student must take, depending on what they have studied in their master’s degree and the research line they will explore in their thesis. Below is a list of subjects from the master’s degree that is associated with the doctoral programme, by line of research.
For students who will focus on research lines in the area of soil and rock mechanics and nanotechnology of engineering materials, the bridging courses will be selected from the following list of subjects of the master's degree in Geotechnical and Earthquake Engineering at the UPC (or similar):
• Rock Mechanics
• Underground Excavations
• Water and Heat Flow in Deformable Porous Media
• Unsaturated Soil Mechanics
• Numerical Models in Geotechnical Engineering
• Modern Monitoring Techniques for Ground Movements
• Soil Behaviour and Advanced Modelling
• Constitutive Equations of Materials
• Modelling of Flow and Transport in Porous Media
• Geographic Information Systems
• Geomechanical and Geotechnical Engineering
• Geotechnical Design and Construction
• Geomechanics of Breakage
• Quaternary Geology
• Slope Stability
For students who will focus on research lines in the area of groundwater hydrology, bridging courses will be selected from the following list of subjects of the master’s degree in Geotechnical and Earthquake Engineering at the UPC (or similar):
• Water resources and Infrastructure
• Soil Mechanics
• Water and Heat Flow in Deformable Porous Media
• Environmental Isotope Techniques in Groundwater Hydrology
• Aquifers Balance and Recharge
• Reactive Transport
• Statistical Methods in Groundwater Hydrology
• Hydrogeochemical Modelling
• Groundwater and Environment
• Geographic Information Systems
• Modelling and Upscaling of Solute Transport in the Subsoil
• Aquifer Mechanics
• Hydrogeology and Public Works
• Variable Density, Multiphase Flow
• Quaternary Geology
Taking subjects from the master’s degree in Geotechnical and Earthquake Engineering associated with the programme, each of which has specific objectives, methodologies and assessment processes, will prepare students to gain competencies. The link to the programme is: https://camins.upc.edu/ca/estudis/master/met
Enrolment period for new doctoral students
Dates to be set every academic year, between September and October. Extraordinary period in February.
More information at the registration section for new doctoral students
Enrolment period
Dates to be set every academic year, between September and October.
Monitoring and evaluation of the doctoral student
Formation activities
Activity: Tutorial (compulsory).
- 288 hours.
Activity: Courses and seminars.
- 60 hours.
Activity: Workshops.
- 30 hours.
Activity: Publications.
- 30 hours.
Activity: Mobility.
- 480 hours.
Activity: Training in information skills.
- 1.5 hours.
Activity: Research methodology.
- 12 hours.
Activity: Innovation and creativity.
- 8 hours.
Activity: Language and communication skills.
- 18 hours.
Activity: Assessment based on doctoral student activity report (DAD) and research plan.
- 4 hours.
Procedure for assignment of tutor and thesis director
The academic committee of the doctoral programme assigns a thesis supervisor to each doctoral candidate when they are admitted or enrol for the first time, taking account of the thesis supervision commitment referred to in the admission decision.
The thesis supervisor will ensure that training activities carried out by the doctoral candidate are coherent and suitable, and that the topic of the candidate’s doctoral thesis will have an impact and make a novel contribution to knowledge in the relevant field. The thesis supervisor will also guide the doctoral candidate in planning the thesis and, if necessary, tailoring it to any other projects or activities undertaken. The thesis supervisor will generally be a UPC professor or researcher who holds a doctoral degree and has documented research experience. This includes PhD-holding staff at associated schools (as determined by the Governing Council) and UPC-affiliated research institutes (in accordance with corresponding collaboration and affiliation agreements). When thesis supervisors are UPC staff members, they also act as the doctoral candidate’s tutor.
PhD holders who do not meet these criteria (as a result of their contractual relationship or the nature of the institution to which they are attached) must be approved by the UPC Doctoral School's Standing Committee in order to participate in a doctoral programme as researchers with documented research experience.
The academic committee of the doctoral programme may approve the appointment of a PhD-holding expert who is not a UPC staff member as a candidate’s thesis supervisor. In such cases, the prior authorisation of the UPC Doctoral School's Standing Committee is required. A UPC staff member who holds a doctoral degree and has documented research experience must also be proposed to act as a co-supervisor, or as the doctoral candidate’s tutor if one has not been assigned.
A thesis supervisor may step down from this role if there are justified reasons (recognised as valid by the committee) for doing so. If this occurs, the academic committee of the doctoral programme will assign the doctoral candidate a new thesis supervisor.
Provided there are justified reasons for doing so, and after hearing any relevant input from the doctoral candidate, the academic committee of the doctoral programme may assign a new thesis supervisor at any time during the period of doctoral study.
If there are academic reasons for doing so (an interdisciplinary topic, joint or international programmes, etc.) and the academic committee of the programme gives its approval, an additional thesis supervisor may be assigned. Supervisors and co-supervisors have the same responsibilities and academic recognition.
The maximum number of supervisors of a doctoral thesis is two: a supervisor and a co-supervisor.
For theses carried out under a cotutelle agreement or as part of an Industrial Doctorate, if necessary and if the agreement foresees it this maximum number of supervisors may not apply. This notwithstanding, the maximum number of supervisors belonging to the UPC is two.
Permanence
The maximum period of study for full-time doctoral studies is four years, counted from the date of first enrolment in the relevant programme until the date on which the doctoral thesis is deposited. The academic committee of the doctoral programme may authorise a doctoral candidate to pursue doctoral studies on a part-time basis. In this case, the maximum period of study is seven years from the date of first enrolment in the programme until the date on which the doctoral thesis is deposited. To calculate these periods, the date of deposit is considered to be the date on which the thesis is made publicly available for review.
If a doctoral candidate has a degree of disability equal to or greater than 33%, the maximum period of study is six years for full-time students and nine years for part-time students.
If a doctoral candidate has not applied to deposit their thesis before the expiry of the deadlines specified in the previous section, the academic committee of the doctoral programme may, at the request of the doctoral candidate, authorise an extension of this deadline of one year under the conditions specified for the doctoral programme in question.
Dismissal from the doctoral programme
A doctoral candidate may be dismissed from a doctoral programme for the following reasons:
- The doctoral candidate submitting a justified application to withdraw from the programme.
- The doctoral candidate not having completed their annual enrolment or applied for a temporary interruption.
- The doctoral candidate not having formalised annual enrolment on the day after the end of the authorisation to temporarily interrupt or withdraw from the programme.
- The doctoral candidate receiving a negative reassessment after the deadline set by the academic committee of the doctoral programme to remedy the deficiencies that led to a previous negative assessment.
- The doctoral candidate having been the subject of disciplinary proceedings leading to their suspension or permanent exclusion from the UPC.
- A refusal to authorise the extensions applied for, in accordance with the provisions of Section 3.3 of these regulations.
- The doctoral candidate not having submitted the research plan in the period established in Section 8.2 of these regulations.
- The maximum period of study for the doctoral degree having ended, in accordance with the provisions of Section 3.4 of these regulations.
Dismissal from the programme means that the doctoral candidate cannot continue studying at the UPC and that their academic record will be closed. This notwithstanding, they may apply to the academic committee of the programme for readmission, and the committee must reevaluate the candidate in accordance with the criteria established in the regulations.
A doctoral candidate who has been dismissed due to having exceeded the time limit for completing doctoral studies or due to an unsatisfactory assessment may not be Academic Regulations for Doctoral Studies Universitat Politècnica de Catalunya Page 17 of 33 admitted to the same doctoral programme until at least two years have elapsed from the date of dismissal, as provided for in sections 3.4 and 9.2 of these regulations.
Legal framework
Learning resources
• Access to the UPC virtual environment for teaching: Atenea or https://atenea.upc.edu/moodle/login/index.php
• Classrooms equipped with projectors, class computer and internet access.
• Computer equipment and rooms in the department and the Barcelona School of Civil Engineering (ETSECCPB). General and calculation programmes that are specific to the doctoral programme.
• Four-wheel drive vehicle that belongs to the department for field visits.
• Depending on the availability of space, students will be provided with a workplace in the department with access to high-speed internet (100 Mbps).
• Wi-Fi service in the entire UPC campus.
• Departmental laboratories for teaching practicals and research
• Soil and Rock Mechanics Laboratory
• Thermohydrodynamics of Unsaturated Soils Laboratory
• Hydrogeochemistry Laboratory
• Topography and Geomatics Laboratory
• Geophysics Laboratory.
Doctoral Theses
List of authorized thesis for defense
- DAWI, MALIK ALI A: Process-Based Numerical Models to Assess Hydrogeochemical Effects of Microbial Biofilms in Porous MediaAuthor: DAWI, MALIK ALI A
Thesis file: (contact the Doctoral School to confirm you have a valid doctoral degree and to get the link to the thesis)
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Deposit date: 16/10/2025
Reading date: 19/12/2025
Reading time: 10:00
Reading place: ETSECCPB. UPC, Campus Nord Building C1. Classroom: 002C/Jordi Girona, 1-308034 Barcelona
Thesis director: SANCHEZ VILA, FRANCISCO JAVIER | STARNONI, MICHELE
Thesis abstract: Microorganism presence and spatial distribution over time in natural porous media, such as soils, sediments, and aquifers, play critical roles in mediating geochemical processes, influencing contaminant fate, and maintaining ecosystem functionality. In particular, microbial communities in the form of biofilms mediate complex biotransformation reactions, significantly altering the hydraulic properties of the host porous system. These dynamics, coupled with multiscale physical and chemical interactions, present major challenges for the predictive modeling of microbial processes in porous media. This thesis aims at developing a suite of computational models that integrate microbial growth and activity within flow and transport frameworks. The work is structured around three main contributions. First, a hybrid pore-scale model is developed which couples a micro-continuum representation of biofilms with a particle-based transport solver, enabling detailed analysis of how biofilm morphology and structure influence conservative solute transport. Second, this framework is extended to simulate the dynamic biofilm development and its interaction with groundwater flow, introducing a cohesive microporous model for biofilms that incorporates growth, attachment, spreading, and flow-induced detachment. A novel dimensionless number is introduced to characterize the interplay between hydrodynamic forces and biofilm cohesion. Third, we revisit Monod kinetics by proposing a mechanistic two-step reaction scheme that linearizes the growth rate expression, facilitating its integration into particle-based reactive transport models. This formulation is validated against batch experiments and applied to simulate microbial degradation in porous media. Finally, the thesis synthesizes these findings and outlines future directions for model development and experimental integration. By combining theoretical insights with computational advances, this work contributes to a deeper understanding of microbially mediated processes in porous media and provides modeling tools to support both hypothesis testing and experimental research in environmental and engineered systems.
- SAYAD NOGHRETAB, BABAK: HYDRO-MECHANICAL MODELING OF GAS FLOW THROUGH CLAY-BASED ENGINEERED ISOLATION BARRIERSAuthor: SAYAD NOGHRETAB, BABAK
Thesis file: (contact the Doctoral School to confirm you have a valid doctoral degree and to get the link to the thesis)
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Deposit date: 16/10/2025
Reading date: 15/01/2026
Reading time: 10:00
Reading place: ETSECCPB.UPC, Campus NordBuilding C1. Classroom: 002C/Jordi Girona, 1-308034 Barcelona
Thesis director: PUIG DAMIANS, IVAN | OLIVELLA PASTALLE, SEBASTIAN
Thesis abstract: Safe management of high-level radioactive waste (HLRW) requires durable isolation from the biosphere over geologic time. Deep geological repositories (DGRs) rely on engineered and natural barriers, with bentonite as a key buffer and backfill material because it seals fractures, sorbs radionuclides, and develops swelling pressure during hydration. During operation and early post closure, resaturation and corrosion generate gas, so predicting system behavior requires coupled hydro gas mechanical models that represent double porosity, heterogeneity, and preferential pathways. This Thesis addresses that need by integrating explicit pathway mechanics in compacted buffers, double porosity constitutive laws for pellet/powder mixtures, and image-based statistics linked to finite element simulations in CODE_BRIGHT.First, a three-dimensional coupled hydro gas mechanical model of the large-scale gas injection test (LASGIT) is formulated with heterogeneous initial permeability, embedded fractures with dilatancy, and explicit gap closure states at the canister–buffer interface and is exercised through targeted sensitivity analyses. Second, the BENTOGAZ laboratory mixture of equal parts pellets and MX-80 powder is modeled with the Barcelona Expansive Model to couple microstructure and macrostructure; systematic parameter studies are complemented by a handmade heterogeneity setup that assigns distinct properties to randomly distributed pellet and powder domains. Third, an image to model workflow for SEALEX links micro-CT analysis to simulation: binarized slices yield macroporosity maps, directional variograms quantify anisotropy and correlation lengths, and the fitted statistics generate anisotropic porosity fields that enable automatic heterogeneity on the finite element mesh.Together, these methodologies constitute a set of methods that couple explicit fractures with dilatancy, dual structure behavior, and image informed spatial heterogeneity for repository relevant assessment of gas entry, resaturation, and sealing performance.
Last update: 11/12/2025 05:46:16.
List of lodged theses
- RODRÍGUEZ ROMERO, CARLOS EDUARDO: Analysis of coupled hydro-mechanical processes in double-structure geomaterials for nuclear waste storageAuthor: RODRÍGUEZ ROMERO, CARLOS EDUARDO
Thesis file: (contact the Doctoral School to confirm you have a valid doctoral degree and to get the link to the thesis)
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Deposit date: 04/12/2025
Deposit END date: 18/12/2025
Thesis director: VAUNAT, JEAN | GENS SOLE, ANTONIO
Thesis abstract: The safe long-term isolation of high-level radioactive waste requires engineered barriers capable of maintaining low permeability and mechanical stability under complex thermo-hydro-mechanical (THM) conditions. Among candidate materials, compacted bentonite exhibits a distinctive double-structure behaviour, governed by the coexistence of micro- and macro-porous domains. This thesis focuses on the analysis of coupled hydro-mechanical processes in double-structure geomaterials, with particular attention to bentonite mixtures of blocks and pellets, as used in buffer systems for deep geological repositories. The research first reviews the geomechanical basis of double-structure soils and identifies the experimental evidence supporting their dual-porosity nature. A constitutive THM framework is then developed, extending the existing double-structure formulation to incorporate: (i) the parameter ακ to control microstructural deformation; (ii) a fabric-dependent structuration law to represent the memory and degradation of compression; and (iii) frictional resistance at block–pellet and block–wall interfaces.The model was implemented and calibrated using laboratory and mock-up experiments from the BEACON project, including the MGR22, MGR23, and MGR27 experiments, the EPFL path-dependent tests and the POSIVA test. Numerical simulations successfully reproduced the evolution of swelling pressure, void ratio, dry density, water content and water intake observed experimentally. The results confirmed that friction plays a decisive role in the redistribution of stresses between pellets and blocks, while microstructural evolution governs the long-term homogenisation process. The enhanced formulation captured partial density homogenisation and the persistence of microstructural porosity, in agreement with laboratory observations.Overall, the thesis provides an improved understanding of the coupled hydro-mechanical behaviour of double-structure bentonites and proposes a robust constitutive framework capable of reproducing their key features under repository-relevant conditions. The work highlights the necessity of considering both microstructural evolution and frictional effects in predictive models for bentonite barriers, thus contributing to the reliability of long-term safety assessments of deep geological repositories.
Last update: 11/12/2025 05:31:22.
List of defended theses by year
- ENCALADA LÓPEZ, DAVID ALEJANDRO: Soil Deterioration and Crack Formation during Drying. Mitigation StrategiesAuthor: ENCALADA LÓPEZ, DAVID ALEJANDRO
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 20/01/2025
Thesis director: LEDESMA VILLALBA, ALBERTO | PRAT CATALAN, PERECommittee:
PRESIDENT: GALLIPOLI, DOMENICO
SECRETARI: ROMERO MORALES, ENRIQUE EDGAR
VOCAL: MENDES, JOAO
Thesis abstract: This thesis investigates the cracking behaviour of deformable soils undergoing moisture exchange with the environment. The research combines experimental approaches, evaluates proposed models, and includes the evaluation of numerical modelling to understand the properties controlling soil cracking during desiccation.The experimental work encompasses four main areas: soil deformation measurement, suction measurement, soil-atmosphere interaction evaluation, and soil cracking assessment.Three methodologies were employed to assess soil deformation: direct measurement, volume displacement, and digital image analysis (DIA). DIA proved particularly effective, offering simplicity and rapidity in acquiring soil shrinkage curves (SSC) while providing additional information on soil colour changes due to water content variations. The collected data validated a proposed model capable of capturing various curve shapes, including J-shaped and S-shaped, with physically meaningful parameters.Suction measurements employed multiple techniques, including high-capacity tensiometers (HCTs), conventional tensiometers, water potential sensors, hygrometers, and filter paper. HCTs stood out for their extensive range and good overlap with methods estimating suction from relative humidity. These measurements facilitated the construction of soil water retention curves (SWRC) for different soil specimens.The volumetric and suction measurements at unconfined conditions, through SSC and SWRC, allowed the construction of part of the state surface (e-s-p). This data improves current constitutive models for unsaturated soils by considering the non-linear behaviour of suction-induced stiffness. An analytical solution for the e-s curve was derived from the proposed model, which aims to extend to confined conditions and link soil deformational behaviour with constrained swelling and swelling pressure.Soil-atmosphere interaction tests were conducted in an open atmosphere, environmental chamber, and large-scale field settings. These experiments evaluated soil evaporation stages and tested a model considering diffusion resistance and relative humidity at the soil surface. The impact of these factors varied with soil type: diffusion resistance significantly affected granular soils, relative humidity influenced high-plasticity clay, and low-plasticity soil was affected by both. A capillary barrier using a geosynthetic layer was evaluated as a mitigation strategy, demonstrating effectiveness in reducing evaporation and preventing cracking below the barrier.Soil cracking was assessed using two approaches: surface evaluation with DIA and X-ray computed tomography (CT) for depth analysis. Results showed good agreement with SSC, revealing that cracking represented a percentage of volume changes during induced shrinkage, depending on soil type and initial water content. X-ray CT revealed the influence of pre-existing flaws on crack formation and demonstrated incomplete crack sealing during wetting cycles.Fibre addition was tested as a crack reduction method, showing effectiveness in the first drying cycle but reduced efficacy in subsequent cycles. X-ray CT observations highlighted the persistence of sealed cracks as weak points, leading to crack reopening along previous paths.Finally, numerical modelling focused on simulating soil deformation in selected soil-atmosphere interaction tests. The models emphasised the importance of boundary conditions, particularly mass and heat transfer coefficients, in representing soil-atmosphere interaction. The simulations corroborated the capillary barrier effect of geosynthetics as an effective strategy for moisture preservation and crack prevention.
- GARCIA NUÑEZ, LUIS MIGUEL: Evaluación de la resistencia residual. Efecto de la velocidad de corte, temperatura e interacción termo-hidro-mecánica (THM)Author: GARCIA NUÑEZ, LUIS MIGUEL
Thesis link: http://hdl.handle.net/10803/694105
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 14/03/2025
Thesis director: LLORET MORANCHO, ANTONIO | PINYOL PUIGMARTI, NURIA MERCECommittee:
PRESIDENT: MUSSO, GUIDO
SECRETARI: ROMERO MORALES, ENRIQUE EDGAR
VOCAL: DA COSTA GARCIA, ALMUDENA
Thesis abstract: The study of residual soil strength and its dependence on intrinsic, external, and coupled effects has gained significant scientific interest due to its relevance in geotechnical field. This doctoral thesis experimentally analyzes the shear behavior of soils under residual conditions, focusing on the effects of shear rate, temperature, and coupled thermo-hydro-mechanical (THM) processes.To investigate shear rate and temperature effects, 26 tests with progressive shear rate increments and 70 tests under controlled temperature conditions were conducted on various fine-grained soils. A modified Bromhead ring shear apparatus was used to test shear rates from 0.089 mm/min to 45 mm/min and temperatures from 0 °C to 60 °C under normal stresses of 100, 200, and 300 kPa. The results were analyzed using the rate-, state-, and temperature-dependent friction (RSTF) model. Additionally, scanning electron microscopy (SEM) and interferometric imaging were used to examine shear surfaces.For coupled THM effects, 15 rapid shear tests were performed on Canelles clay, a low-permeability material, using a high-speed ring shear prototype developed at UPC. This device was modified to record temperature and pore pressure during shearing. The results were interpreted using a deformation compatibility model, which successfully reproduced observed deformations and pore pressure changes.The results indicate that heating reduces friction, while cooling increases resistance. At a constant temperature (~20 °C) and normal stress (100–300 kPa), increasing the shear rate generally increased resistance, except in Barcelona silty clay (the least plastic soil), where resistance decreased under 100 kPa normal stress. Other influencing factors include normal stress, clay fraction, plasticity index, specific surface area, activity, and smectite fraction.For rapid shear tests on Canelles clay, thermal dilation effects were significant at shear rates above 0.5 km/h. Pore pressure increased by approximately 2 kPa/°C for temperature rises below 20 °C and 5 kPa/°C for rises above 25 °C. If the soil volume had remained constant, frictional heating would have caused even higher pore pressure increases, reducing effective confining stress and shear strength.In conclusion, residual soil strength is influenced by shear rate, temperature, and THM effects, which are critical for understanding soil behavior in stability assessments.
- MO, YANGYANG: Modelling Hydro-Mechanical Coupled Gas Injection in Low Permeability Clay MaterialsAuthor: MO, YANGYANG
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 04/02/2025
Thesis director: OLIVELLA PASTALLE, SEBASTIAN | RODRIGUEZ DONO, ALFONSOCommittee:
PRESIDENT: VILARRASA RIAÑO, VÍCTOR
SECRETARI: PUIG DAMIANS, IVAN
VOCAL: SONG, FEI
Thesis abstract: This thesis investigates the hydro-mechanical (HM) coupled effects in geological media during gas injection, with a focus on various numerical strategies and modeling approaches. It is important to note that different types of elements and integration methods used in finite element simulations can influence the obtained results. The Heat and Gas Fracking model (HGFRAC), which consists of six different types of benchmark exercises, reveals that quadrilateral elements with bi-linear gradients produce more stable stress fields than linear triangle elements. Additionally, the use of selective integration method in quadrilateral elements enhances computational efficiency by mitigating convergence issues caused by locking effects. Sensitivity analyses were conducted on the fluidity parameter of the clay material, which controls the viscoplastic deformations. Further analysis of the response of quadrilateral elements, using the GTPT axisymmetric model, reveals that the integration method on Gauss points may cause convergence issues. These issues can be resolved by introducing the nodal point integration method, the selective integration method or a combination of both.Next, this thesis presents a comprehensive of three numerical strategies—Standard Finite Element Method (SFEM), SFEM with Selective Integration (SFEM+SI), and Mixed Finite Element Method (MFEM)—for simulating gas injection in clay-based geomaterials. The results indicate that the effective application of SFEM is heavily dependent on a high-precision mesh. Convergence issues may arise when dealing with relatively coarse meshes. Nevertheless, these convergence issues can be effectively mitigated by incorporating either the Selective Integration method or the MFEM formulations. In terms of computational efficiency, it is evident that the SFEM+SI method demonstrates higher efficiency than SFEM and MFEM. However, it is noteworthy that the computed gas flow patterns of SFEM and SFEM+SI can be affected by the alignment of the mesh. With MFEM, displacements and strains are calculated as independent unknowns, enhancing result accuracy and achieving mesh independence.And then, this thesis investigates gas injection processes using a three-dimensional (3D) HM coupled model to enhance understanding of gas transport in low-permeability geological formations. Conducted as part of the DECOVALEX 2023 project, the research focuses on in-situ gas injection tests in Callovo-Oxfordian (COx) clay, a crucial material for nuclear waste storage within the French concept for high-level radioactive waste disposal. The study underscores the limitations of 2D models in capturing the complexities of gas injection processes, highlighting the importance of using 3D models under HM coupled conditions for understanding gas breakthrough pressure and assessing the safety of geological repositories for nuclear waste storage. Various simulation strategies were applied to simulate the gas injection process, including the introduction of an Excavation Damage Zone (EDZ) around the borehole, the application of perfectly plastic contribution to the clay, and the further incorporation of softening behavior to the clay medium. Sensitivity analyses on EDZ permeability, test interval volume, and fracture spacing were also performed, alongside prolonged gas injection simulations, to provide deeper insights into the mechanisms governing gas flow and breakthrough pressure.
- MONCADA RAMÍREZ, ANÍBAL ANDRÉS: Coupled modelling and sustainability assessment of polymeric reinforced soil retaining structures subjected to environmental conditionsAuthor: MONCADA RAMÍREZ, ANÍBAL ANDRÉS
Thesis link: http://hdl.handle.net/10803/695572
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 20/10/2025
Thesis director: PUIG DAMIANS, IVAN | OLIVELLA PASTALLE, SEBASTIANCommittee:
PRESIDENT: ZORNBERG, JORGE
SECRETARI: ARROYO ALVAREZ DE TOLEDO, MARCOS
VOCAL: JOSA I CULLERÉ, IRENE
Thesis abstract: The focus of this Thesis are reinforced soil structures with polymeric (or geosynthetic) reinforcement elements. These materials are known for their rate-dependent behaviour, that is, time, load, temperature, and, to some extent, humidity, will affect their mechanical response. Depending on the geographic location of the structure, in-air and in-soil conditions can vary widely in temperature values and moisture content. Moreover, current climate change conditions, which are only expected to worsen with time, have shown drastic changes in local and global climate patterns, highlighting the need to better understand the response of reinforced soil structures to changing conditions. Coupled (thermo-hydraulic) numerical simulations were carried out to better understand how atmospheric climate influences in-soil conditions of a reinforced soil mass, namely, temperature, moisture content, and degree of saturation. Results allow for a better understanding on in-soil response to changing atmospheric conditions, as well as a valuable precursor for future coupled modelling attempts.Pullout tests were carried out using polyester strap reinforcements to study the effect of in-soil temperature in the soil-reinforcement response (i.e., pullout strength and friction interaction factors). Likewise, different geometries, vertical pressures, and installation techniques were tested to evaluate the overall pullout response of strap reinforcements, possible damages due to displacements and their consequences in the long-term, as well as reinforcement stiffness and extensibility. Results are useful in practical- and research-related fields as they allow to determine the soil-reinforcement interaction factor in a wide range of conditions and provide a better understanding of the temperature dependencies in the mechanical response of polyester.Polymeric materials will suffer from long-term deformations when subjected to constant load conditions. This phenomenon, also known as creep, will depend on the load level as well as temperature conditions. Analytical and numerical models usually rely on the selection of a single stiffness value to determine the response of polymeric materials. The selection of this value is not trivial, as it will depend on time, load, and temperature. With the aim of providing a numerical tool to simulate the long-term response of reinforced soil structure, a coupled viscoplastic constitutive model with temperature, load, and relative humidity dependencies was developed. Model parameters were calibrated using a wide dataset of laboratory measured creep master curves and later implemented in a finite element software.Polymeric materials cover a wide range of solutions in the fields of civil, mining, and geotechnical engineering. A key advantage of these materials is their reduced environmental impact, attributed to reductions in the use of granular material and subsequent transportation efforts. This Thesis goes a step beyond environmental impacts and into sustainability assessments of reinforced soil walls. For this, different facing elements and backfill material alternatives were analysed. Assessments include environmental, social/functional, and economic requirements. A probabilistic approach was used for the environmental and economic requirements. Results use idealized scenarios to evidence the advantages and/or disadvantages of different alternatives for reinforced soil walls with rigid facings. Finally, the procedure and results serve as example and/or starting point for future sustainability assessments, which are expected to be determining in future infrastructure projects.
- TORRA I TRUNCAL, ONA: A multitemporal and multiscale analysis of soil erosion and sediment transport. Application to the badlands in the Upper Llobregat River BasinAuthor: TORRA I TRUNCAL, ONA
Thesis link: http://hdl.handle.net/10803/695366
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Article-based thesis
Reading date: 05/09/2025
Thesis director: HÜRLIMANN ZIEGLER, MARCEL | PUIG POLO, CAROLINACommittee:
PRESIDENT: KASANIN-GRUBIN, MILICA
SECRETARI: LANTADA ZARZOSA, MARIA DE LAS NIEVES
VOCAL: VERGARI, FRANCESCA
Thesis abstract: Badlands are among the most active geomorphic environments on Earth, exhibiting extreme erosion rates, sparse vegetation, and steep, deeply dissected slopes. In mountainous Mediterranean regions, seasonal climate variability - characterized by winter freeze-thaw cycles and intense summer convective storms - amplifies sediment production and transport. This study investigates the drivers and dynamics of erosion in the Upper Llobregat River Basin (ULRB), a representative Mediterranean badland system in the southeastern Pyrenees. Using a multi-scale and multi-method approach that integrates TLS monitoring, UAV-based photogrammetry, physically-based modelling, and machine learning, we assess sediment dynamics at slope, catchment, and regional scales. Erosion rates at the slope scale ranged from 16500 T km−2 year−1 to 30000 T km−2 year−1. Sediment export at the catchment scale ranged from 42 to 105 T·km⁻²·year⁻¹ over the study period (2020–2024), averaging only 10.7% of the long-term annual yield of 880 T·km⁻²·year-1. Landscape Evolution Model (LEM) reproduced seasonal sediment cycles and highlighted the importance of hydrological connectivity and temporary sediment storage. At the regional scale, Random Forest models predicted badland susceptibility with high accuracy, although model generalizability declined outside the training domain. Additionally, shallow landslides also played a minor episodic role in sediment delivery during some intense, widespread rainstorms, although not directly linked to badland dynamics. The findings underscore the importance of integrating diverse methods and spatial scales to capture the complexity of badland erosion processes. The work also provides essential insights for erosion monitoring, land management, and sediment risk mitigation in sensitive Mediterranean mountain landscapes.
- VIDAL MONTES, RUBÉN: Thermo-hydro-mechanical-chemical impacts of high-temperature aquifer thermal energy storageAuthor: VIDAL MONTES, RUBÉN
Thesis link: http://hdl.handle.net/10803/694724
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 28/05/2025
Thesis director: OLIVELLA PASTALLE, SEBASTIAN | SAALTINK, MAARTEN WILLEMCommittee:
PRESIDENT: PINTADO LLURBA, XAVIER CESAR
SECRETARI: PINYOL PUIGMARTI, NURIA MERCE
VOCAL: DE SIMONE, SILVIA
Thesis abstract: High Temperature Aquifer Thermal Energy Storage (HT-ATES) involves the injection and extraction of non-isothermal fluids into aquifers and triggers thermo-hydro-mechanical-chemical processes. These processes must be analysed and understood for obtaining safe and efficient HT-ATES systems. This thesis aims to deepen the understanding of these processes, provide methods and solutions that can be easily and straghtforwardly implemented, for assessing the impact and feasibility of these systems and iii) forecast the system's long-term performance.First, the coupled thermo-hydro-mechanical finite (THM) element code CODE_BRIGHT has been verified against several tests of a benchmark for thermo-hydraulic processes (TH) in geothermal situations. This code has been used in the development of other methods of the thesis. It has been showed that CODE_BRIGHT is competent in performing all these tests.Second, a method that can be used to develop analytical and semi-analytical solutions for calculating reaction rates for non-isothermal cases has been developed. The method assumes that aqueous and mineral reactions are in equilibrium. The chemistry has been decoupled from the TH processes. In the chemical part of the method, batch calculations are performed to obtain dissolution or precipitation of minerals and water chemistry changes due to temperature variations. The TH part consists of calculating temperature and spatial and temporal derivatives of temperature. From this, one can easily calculate both the chemical composition of groundwater and the rates of mineral precipitation or dissolution. The method facilitates comprehension of the dominant reactive transport processes, mineral reaction rates and porosity changes. The application of this method for simulating a HT-ATES system resulted in a reduction of computational costs by a factor of seven compared to a conventional coupled thermo-hydro-chemical numerical code.Third, a dimensional and numerical analysis of the THM behaviour of a pilot HT-ATES system has been proposed. Three dimensionless numbers that could be easily implemented have been obtained: Peclet number and two numbers for the hydraulic and thermal strains. The Peclet number, which has been decomposed in conductive and dispersive terms, is useful to identify the dominant TH flux (advection, dispersion or conduction). Hydraulic and thermal strains numbers relate the strain generated by changes of hydraulic head and temperature, respectively, with respect the initial total strain of the system. This study's findings have revealed information about the main TH fluxes and their domain areas, evolution of the energy efficiency of the system over time and the role of the hydraulic and thermal loads generated by the injection and extraction of hot water in the vertical displacement of the terrain. The study has provided information about the behaviour and efficiency of the system to long term operation.Finally, an analytical solution for calculating ground surface uplift due to point non-isothermal injections which takes into account thermal and hydraulic head changes has been presented. The main advantage of this solution is its easy implementation in a superfast way, in terms of computational cost, in comparison to a standard thermo-hydro-mechanical code. This solution has been verified satisfactorily against results from a coupled THM numerical model and field data (levelling and PS-INSAR) in a leakage case in a geothermal power plant. The results have demonstrated the contribution of hydraulic head and temperature to ground surface displacements and have facilitated an understanding of the effect of the natural geothermal gradient. The solution is useful for forecasting ground displacement resulting from point injections and extractions under various conditions and time scales.
- YAZDANI CHERATI, DAVOOD: Hydromechanical simulation of argillaceous rocks for radioactive waste disposal applicationsAuthor: YAZDANI CHERATI, DAVOOD
Thesis link: http://hdl.handle.net/10803/695991
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 14/11/2025
Thesis director: VAUNAT, JEAN | GENS SOLE, ANTONIOCommittee:
PRESIDENT: DIEUDONNÉ, ANNE-CATHERINE
SECRETARI: PINYOL PUIGMARTI, NURIA MERCE
VOCAL: VU, MINH-NGOC
Thesis abstract: Argillaceous claystones are primarily composed of clay particles of sedimentary origin andcontain a substantial amount of chemically precipitated cement, often calcium carbonate, whichacts as a bonding agent. Due to their favorable properties—such as low permeability, minimalmolecular diffusion, self-sealing capabilities, and high retention capacity for radionuclides—theyare considered suitable host geomaterials for the deep geological disposal of radioactive waste.However, fractures within these geomaterials, induced by excavations or post-disposal processes,can create preferential pathways for radionuclide migration, potentially influencing theperformance of the disposal system. Therefore, these problems should be numerically evaluated.However, due to their complex behavior, modeling argillaceous rocks presents a significantchallenge. Under shearing, these geomaterials exhibit anisotropy, creep, and quasi-brittle failurecharacterized by significant post-peak softening and strain localization. This study aims toinvestigate the hydromechanical response of Callovo-Oxfordian (COx) argillaceous claystones tolaboratory tests, field excavations, and post-disposal processes by employing the argillite modelsimplemented in the CODE-BRIGHT program. The argillite models are adopted since they caneffectively reproduce the key characteristics of argillaceous materials. Additionally, throughoutthis thesis, several other constitutive models are applied to simulate the behavior of materialsinteracting with the COx, including soft and rigid supports, and swelling materials. The outcomesof this thesis provide significant insight into the hydromechanical behavior of argillaceous rocks,thereby contributing to a more accurate evaluation of the disposal process.
- ZHANG, SHENG: Study on rock fragmentation mechanism and ball loading parameter matching in ball millAuthor: ZHANG, SHENG
Thesis link: http://hdl.handle.net/10803/694747
Programme: DOCTORAL DEGREE IN GEOTECHNICAL ENGINEERING
Department: Department of Civil and Environmental Engineering (DECA)
Mode: Normal
Reading date: 07/05/2025
Thesis director: RODRIGUEZ DONO, ALFONSOCommittee:
PRESIDENT: SONG, FEI
SECRETARI: OLIVELLA PASTALLE, SEBASTIAN
VOCAL: YAN, HAO
Thesis abstract: AbstractRock fragmentation in ball mills is a key topic in rock mechanics with broad scientific and engineering significance. However, the understanding of the mechanical mechanisms and ball loading optimization based on dynamic and static principles is still incomplete. The dynamic changes in both rock and ball sizes during milling add complexity, while the process involves multiple breakage mechanisms, including abrasion, compression, and impact. This study examines rock fragmentation characteristics and mechanisms under these three types of forces.(1) The indentation of spherical indenter on rock was studied through laboratory experiments and CODE_BRIGHT numerical simulations, revealing the transition of rock failure from a " jump-type " to a plastic deformation mode under the influence of indenter size. The mechanical mechanisms of rock fragmentation during spherical indentation were analyzed in terms of fracture characteristics and stress fields. (2) The fragmentation characteristics of rock under the impact of spherical indenters of varying sizes were analyzed, and an energy model for indenter impact fragmentation based on fractal theory was established. The mechanical mechanism of spherical indenter-induced fragmentation was explained from a mechanical perspective.(3) The stage-wise variation of the multi-fractal characteristics of ball milling particle size under the influence of rock abrasiveness was analyzed. Based on abrasiveness tests and PFC2D numerical simulations, the wear characteristics and evolution patterns of steel balls in the ball milling process were quantitatively described.Subsequently, a ball charge parameter calculation method was proposed based on the energy consumption laws of spherical indentation impact and compression. Building on this, a ball replenishment strategy based on Markov chain theory was developed and validated through laboratory case studies.
Last update: 11/12/2025 06:02:35.
Theses related publications
| Encara no hi ha publicacions associades a tesis d'aquest programa. Aún no hay publicaciones asociadas a tesis de este programa. There are no publications associated with theses from this program yet. |
Research projects
| START DATE | END DATE | ACTIVITY | FINANCING ENTITY |
|---|---|---|---|
| 20/12/2023 | 31/07/2025 | Assistència tècnica pel seguiment de la incidència de l'abocador de la Vall de Joan sobre la qualitat de les aigües de l'aqüífer | ARDANA CONSULTANTS S.L.U. |
| 01/10/2023 | 30/09/2027 | GeO and weather multi-risk impact Based Early warning and response systems supporting rapid deploYment of first respONders in EU and beyonD | Commission of European Communities |
| 01/09/2023 | 31/08/2026 | MUltiscale CHaracterization Of GroUndwater and Solutes discharge into The Ocean | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2023 | 31/08/2027 | Herramientas para la observación, INTERpretación y MOdelación de la INTERacción y MOvimiento multifásico en medio poroso aplicado a infraestructuras para la energía y mobilidad de las infraestructuras | AGENCIA ESTATAL DE INVESTIGACION |
| 31/05/2023 | 31/05/2023 | GPKDE | |
| 23/05/2023 | 22/06/2023 | Contracte de serveis per a la realització del Pla d'optimització de les extraccions i recàrrega gestionada d'àqüífers a la conca del Besòs | AIGÜES DE BARCELONA EMP M GEST CI |
| 06/02/2023 | 05/03/2023 | Servei per a la realització de la redacció del Pla d'extraccions de l'aqüífer del Besòs dins l'àmbit d'influència de l'ETAP Besòs (Nº Exp.:AB/ABAST/AD/2021/08) | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/02/2023 | 31/01/2025 | Early warning Demonstration of pan-European rainfall-induced impact forecasts | EURCOM- D.G. HUMANITARIAN |
| 01/01/2023 | 31/12/2026 | CLIMAte risk and vulnerability Assessment framework and toolboX | Commission of European Communities |
| 01/01/2023 | 31/12/2027 | Regions for climate change resilience through Innovation, Science and Technology | Commission of European Communities |
| 07/12/2022 | 07/12/2022 | MODPATH-OMP | |
| 01/12/2022 | 30/11/2024 | Técnicas de evaluación multi-riesgo en suelos basadas en soluciones novedosas enfocadas en modelos numéricos reducidos. Adaptación a la fluctuación climática | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 30/11/2024 | Investigación experimental y modelación del crecimiento de biofilms | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 30/11/2024 | Producción de sedimentos en cuencas de montaña: Evaluación del impacto del cambio climático sobre la sedimentación en embalses y la pérdida de suelos | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 01/12/2024 | Towards a user-friendly and efficient open-source code Anura3D, based on the material point method for geotechnical design and analysis | Gobierno de España. Ministerio de Educación y Ciencia (Mec) |
| 01/11/2022 | 31/10/2025 | Interactive understanding of groundwater hydrology and hydrogeology | Commission of European Communities |
| 01/10/2022 | 30/09/2026 | The Human-Tech Nexus- Building a save Haven to cope with climate extremes. | Commission of European Communities |
| 01/10/2022 | 30/09/2026 | Promoting disaster preparedness and resielence by co-developing stakeholder support tools for managing the systemic risk of compounding disasters. | Commission of European Communities |
| 01/10/2022 | 30/09/2024 | Fundamental study of CO2 storage through microbially enhanced carbon mineralization | Commission of European Communities |
| 01/10/2022 | 01/03/2024 | Reseach Collaboration Agreement fo the project entitled “Fluid Injection in Unconsolidated formations for Geo Energy and Environmental Applications (FLINUGEE)/' | UNIVERSITY OF CYPRUS |
| 15/09/2022 | 31/01/2023 | Contrato de colaboración en servicios profesionales para la Actualización del modelo hidrogeológico en el Aeropuerto de Barcelona | VIARIUM INGENIERIA SL |
| 01/09/2022 | 31/08/2025 | Sistema modular de ventilación para edificios educativos integrado con la producción urbana de alimentos: Incrementar la eficiencia energética y la sostenibilidad del edificio | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2022 | 31/12/2022 | Jornada científica: reptes en la gestió de les aigües subterrànies a l'àrea metropolitana de Barcelona | Ajuntament de Barcelona |
| 01/09/2022 | 31/08/2025 | Recursos hidrogeológicos en riesgo: confrontando los impactos ligados al cambio climático con el incremento de la demanda hídrica | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2022 | 31/10/2022 | Contrato de colaboración para el estudio hidrogeológico para analizar el impacto del soterramiento de la línea de ferrocarril sobre los acuíferos de la Vall Baixa y Delta del Llobregat | ACCIONA Infraesctructuras, S.A. |
| 01/09/2022 | 31/08/2026 | Foundations for offshore wind turbines | Commission of European Communities |
| 01/09/2022 | 31/08/2026 | Mecanismos de expansión y criterios de diseño en rocas anhidríticas | Ministerio de Ciencia e Innovación |
| 19/07/2022 | 19/09/2022 | Contracte de col·laboració per l'elaboració de l'Informe de seguiment de la barrera hidràulica de Can Planas, Cerdanyola del Vallès | CONS.URBANIST.C.DIRECC.CERDANYOLA V |
| 01/06/2022 | 31/05/2023 | Trabajo de campo para la continuidad del desarrollo de la tesis doctoral “Alternative approach for water wicked problems: A socio-technical groundwater management tool to improve human development | Centre de Cooperació per al Desenvolupament de la UPC |
| 02/05/2022 | 31/10/2022 | Contrato de colaboración para la ejecución de un nuevo ramal ferroviario en las terminales 1 y 2 | COMSA |
| 05/01/2022 | 05/01/2022 | Method to generate the in-situ state of stress in a domain O in a geological structure | |
| 01/01/2022 | 31/12/2025 | Les Comunitats Prehistòriques del Massís del Garraf Nord. Fase 3. Orígens, Genètica, Estat de Salut, Dieta, Patrons d’Assentament, Trets Culturals, Mobilitat i Recursos durant la Prehistòria Recent | Agència de Gestió d'Ajuts Universitaris i de Recerca (Agaur) |
| 16/12/2021 | 31/12/2024 | ASESORAMIENTO PARA EL DISEÑO DE LA BARRERA REACTIVA, SISTEMA DE RECARGA Y MODELO UNIDIMENSIONAL DE TRANSPORTE REACTIVO DEL PROYECTO “LIFE MATRIX | FUN.CEN. ANDALUZ INVESTIG.DEL AGUA |
| 02/12/2021 | 01/04/2023 | l’ASSISTÈNCIA TÈCNICA PER A L'ADOPCIÓ DE MESURES DE MILLORA DE L'ABASTAMENT EN DUES MASSES D’AIGUA SUBTERRÀNIA SOTMESES A UNA EXPLOTACIÓ INTENSIVA | ARDANA CONSULTANTS S.L.U. |
| 01/12/2021 | 30/11/2023 | G-PFEM DE BOLSILLO: APLICACIONES DE SOFTWARE AVANZADO PARA EL PROYECTO GEOTÉCNICO DE INSTALACIONES DE ENERGIA RENOVABLE COSTA AFUERA | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2021 | 30/11/2025 | Reactive barriers for water renaturalization during managed aquifer recharge in the Baix Camp region | EURCOM-D.G.FOR THE ENVIRONMENT |
| 02/11/2021 | 01/01/2022 | ESTUDIO Y DESARROLLO DE UN PERFIL GEOLÓGICO EN LA LADERA DEL ESTRIBO DERECHO DE LA PRESA DE YESA (YESA - NAVARRA) | CONFED. HIDROGRÁFICA DEL EBRO |
| 05/10/2021 | 31/12/2022 | Investigación y desarrollo de nuevas tecnologías para el discurso del poder: imitando adornos de ámbar en la prehistoria reciente de Iberia | Junta de Andalucía |
| 01/09/2021 | 31/08/2024 | Nuevos desarrollos en el estudio experimental y numérico de la degradación de cementos de pozos por ataque ácido, en lugares de almacenamiento de carbono. | AGENCIA ESTATAL DE INVESTIGACION |
| 12/07/2021 | 22/06/2023 | Estudio Hidrogeológico correspondiente al soterramiento de las líneas R2 y R4 en Hospitalet del Llobregat | UTE GPO INGENIERIA Y ARQUITECTURA S |
| 22/05/2021 | 22/05/2023 | Contracte de serveis d’assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (Infraestructures.cat) i per l’ens Infraestructures Ferroviàries de Catalunya (Ifercat). Clau: E2- INF-20500 | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 01/04/2021 | 31/03/2024 | IJC2019-042036-I | AGENCIA ESTATAL DE INVESTIGACION |
| 15/03/2021 | 31/03/2023 | Actualización e integracion de datos en el modelo hidrogeológico. Analisis de la sensibilidad y simulación de transporte advecivo en el modelo. Revisión del modelo hidrogeológico regional. Planteamien | WESTINGHOUSE ELECTRIC SPAIN SA |
| 15/03/2021 | 15/03/2022 | Model de Gestió integrada dels Recursos hídrics del Besòs davant el canvi climàtic: solucions per a l’autoabastament i resiliència del sistema hídric a l’àrea metropolitana de Barcelona (GiR-Beso`s) | Ajuntament de Barcelona |
| 10/03/2021 | 31/07/2022 | Servei per a la realització de la redacció del Pla d'extraccions de l'aqüífer del Besòs dins l'àmbit d'influcència de l'ETAP Besòs (Nº Exp.: AB/ABAST/AD/2021/08) | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/02/2021 | 30/06/2022 | trabajos de Hidrogeología necesarios para analizar el impacto de la construcción de un túnel artificial que atraviesa el acuífero superior del Delta del Llobregat y diseñar las medidas correctoras nec | APIA XXI SA |
| 01/11/2020 | 31/10/2022 | Emergency Risk Information and Assessments tailored for Communities | AGENCIA ESTATAL DE INVESTIGACION |
| 01/11/2020 | 31/07/2021 | Actualización del contrato "Estudio del comportamiento geomecánico de materiales procesados en la Planta del Puerto de Barcelona" | Gestió de Terres i Runes |
| 07/10/2020 | 06/01/2021 | Nuevo estudio sobre las condiciones de estabilidad del muro anclado del Canyeret (Lleida, España) | Ajuntament de Lleida |
| 01/10/2020 | 31/03/2024 | Assistants for Healthy, Safe, and Productive Virtual Construction Design, Operation and Maintenance using a Digitial Twin | Commission of European Communities |
| 01/10/2020 | 31/12/2022 | PlaNet International research Network on Plant-based solutions to mitigate climate-induced geohazards | The Reserach Council of Norway |
| 14/09/2020 | 30/04/2021 | Estudi del comportament estructural i de durabilitat dels tubs de formigó d'abastiment d'aigües en 2 trams sota viaductes a Can Clota i a Torrent Gornal a Esplugues de Llobregat i a L'Hospitalet de Ll | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/09/2020 | 30/09/2021 | Triaxial and permeability tests on reinforced soils with different binders/injection liquids | BASF Construction Chemicals Europe AG |
| 17/06/2020 | 16/12/2020 | Asesoramiento y estudio de los ensayos complementarios en materiales de la ladera del estribo derecho de la Presa de Yesa (Yesa / Navarra) | CONFED. HIDROGRÁFICA DEL EBRO |
| 10/06/2020 | 09/04/2022 | herramienta de programación, basada en códigos existentes, y que permita reproducir un modelo de transporte reactivo tan complejo como el del Salar de Atacama. modelo numérico de transporte reactivo | SQM Salar S.A. |
| 10/06/2020 | 10/06/2020 | Treballs d'assesoria geotècnica del túnel d'autopista A-27 Valls Montblanc | ACCIONA, S.A |
| 01/06/2020 | 29/02/2024 | Análisis de la erosión de suelos en terrenos de alta pendiente a diferentes escalas. Procesos físicos, auscultación y modelización de futuros cambios ambientales. | AGENCIA ESTATAL DE INVESTIGACION |
| 01/06/2020 | 31/12/2023 | Avances en el análisis de la cuantificación del riesgo (QRA) por desprendimientos rocosos empleando avances en las técnicas geomáticas | AGENCIA ESTATAL DE INVESTIGACION |
| 20/05/2020 | 31/12/2020 | Desarrollo de la herramienta 3D geomecánica propietaria de Repsol para modelos evolutivos | REPSOL YPF, S.A. |
| 24/04/2020 | 20/03/2023 | Ampliació del contracte de col·laboració entre HYDS i la UPC per al desenvolupament d'un sistema de predicció hidrològica: tractament de les dades hidrometeorològiques | Hydrometeorological Innovative Solutions, S.L. |
| 22/04/2020 | 31/12/2020 | Servei de manteniment i desenvolupament de millores del programari eina de previsió hidrometeorologia integrada (EHIMI) operatiu del Servei Meteorològic de Catalunya per l'any 2020 | Servei Meteorològic de Catalunya |
| 01/02/2020 | 31/01/2026 | Removal and Mitigation of Pollution from the Use of Pesticides: Prevention, Recycling and Resource Management | Commission of European Communities |
| 01/02/2020 | 30/09/2022 | Advanced tools for pro-active Management of Impact and Risks induced by convective Weather, Heavy Rain and Flash Foods in Europe | EURCOM- D.G. HUMANITARIAN |
| 01/01/2020 | 31/12/2022 | Mezcla y dispersión en el transporte de energía y solutos | AGENCIA ESTATAL DE INVESTIGACION |
| 16/12/2019 | 31/03/2020 | Development of two hydro-mechanical prototypes with suction control for testing partially saturated and frozen soils under oedometer conditions | University of Cambridge |
| 01/11/2019 | 31/05/2022 | Prevención y gestión transfronteriza del riesgo asociado a deslizamientos de tierra | Commission of European Communities |
| 01/11/2019 | 31/10/2020 | Assistència tècnica pel seguiment de les xarxes de control d'aigües subterrànies, superficials i drenatge del Reg Segarra-Garrigues | ARDANA CONSULTANTS S.L.U. |
| 01/11/2019 | 30/10/2021 | Elaboración de análisis, modelación y simulación computacional para determinar las causas de la rotura de la Presa I de la Mina de Corrego do Feijao en el Complejo Paraopeba el 25/01/2019 | Companhia Vale do Rio Doce |
| 23/10/2019 | 19/01/2020 | Introduction to the Geotechnical PFEM in Kratos | CLIENTS DIVERSOS |
| 22/10/2019 | 13/12/2024 | Extension of the collaboration contract for the advance Fracture Modeling for Hydraulic Fracture applications | REPSOL YPF, S.A. |
| 01/10/2019 | 01/10/2024 | WP-Gas: Scientific work related to task 3 (Barrier Integrity). Linked Third Party NAGRA | National Cooperative for the Disposal of Radioactive Waste |
| 16/09/2019 | 28/02/2020 | Estudi tècnic a realitzar al fris de Picasso del Col·legi d'Arquitectes de Catalunya | COL.LEGI OFI. ARQUITECTES CATALUNYA |
| 01/09/2019 | 31/08/2022 | Predicción de riesgo y diseño seguro en rocas anhidríticas (ANHY_RISK) | Ministerio de Ciencia, Innovación y Universidades |
| 20/06/2019 | 18/09/2020 | Bender Element transducers | Universidade do Minho |
| 01/06/2019 | 31/05/2024 | European Joint Programme on Radioactive Waste Management | Commission of European Communities |
| 01/06/2019 | 31/05/2021 | Geohazards: Identification, Modelling, Preparedness, Assessment, Collaboration and Transference | AGENCIA ESTATAL DE INVESTIGACION |
| 01/06/2019 | 31/05/2021 | Thermal aspects and their coupled HM effects on Ypresian clays and Boom Clay (Reference: CCHO 2019-0236/00/00) | ONDRAF/NIRAS |
| 01/06/2019 | 31/05/2024 | WP GAS Mechanistic understanding of gas transport in clay materials. Part of EURAD ‘European Joint Programme on Radioactive Waste Management’ NFRP-2018. | European Commission |
| 01/06/2019 | 31/12/2022 | Laboratory investigation of two-phase transport in sand-bentonite mixtures (Ref. 18311) | National Cooperative for the Disposal of Radioactive Waste |
| 01/06/2019 | 30/06/2023 | DEvelopment of COupled models and their VALidation against EXperiments (2023) - Task B: MAGIC | National Radioactive Waste Management Agency |
| 21/05/2019 | 21/05/2021 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (Infraestructures.cat) i per l'Ens Infraestructures Ferroviàries de Catalunya (IFERCAT). Clau: E2-INF-18500 Nom | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 17/05/2019 | 31/05/2023 | Recarga gestionada de acuíferos: abordando los riesgos asociados a la recarga de aguas regeneradas | AGENCIA ESTATAL DE INVESTIGACION |
| 02/05/2019 | 15/07/2019 | Development of a hydro-mechanical prototype cell for performing gas migration tests under axisymmetric triaxial conditions with hollow cylinder rock sample and inner core of expansive bentonite prepar | TEXAS A&M UNIVERSITY |
| 01/05/2019 | 31/10/2020 | Nuevo estudio de la estabilidad del deslizamiento del Embalse de Canelles | ENDESA GENERACIÓN, S.A. |
| 01/04/2019 | 31/03/2020 | Triaxial test on reinforced soils with different binders/injection liquids | BASF Construction Chemicals Europe AG |
| 27/03/2019 | 31/12/2020 | Anàlisi geotècnic i hidrogeològic dels túnels de la Línia Llobregat-Anoia | Ferrocarrils de la Generalitat de Catalunya |
| 01/03/2019 | 28/02/2023 | Managed Aquifer Recharge Solutions Training Network | Commission of European Communities |
| 28/02/2019 | 28/02/2019 | A METHOD FOR ESTIMATING THE FRACTURED VOLUME IN A RESERVOIR DOMAIN BY INJECTING A HIGH PRESSURE FLUID | |
| 01/01/2019 | 30/09/2022 | Atenuación natural de patógenos y contaminantes orgánicos en medio poroso durante operaciones de recarga gestionada de acuíferos | AGENCIA ESTATAL DE INVESTIGACION |
| 01/01/2019 | 31/12/2024 | Ampliación del contrato de colaboración para la realización de campañas de seguimiento de la evolución de las paredes rocosas (Monasterio de Piedra) | MONASTERIO DE PIEDRA SA |
| 01/01/2019 | 31/03/2020 | Massive and non-destructive mining of information in experiments | Ministerio de Ciencia e Innovación |
| 01/01/2019 | 31/12/2019 | Ensayos geotécnicoss avanzados de grandes dimensiones sobre materiales de Getió de Terres i Runes | Gestió de Terres i Runes |
| 01/01/2019 | 31/12/2023 | FE-Modelling Task Force / Task 1: Validation of thermally induced THM effects in the rock around the FE-tunnel | National Cooperative for the Disposal of Radioactive Waste |
| 01/01/2019 | 31/12/2021 | Master's Degree in Urban Mobility | European Institute for Innovation and Technology |
| 01/01/2019 | 31/12/2022 | Stability análisis of slope B-40 Highway (Catalunya, Spain). | MAPA |
| 01/09/2017 | 30/06/2019 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures de la Generalitat de Catalunya | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 01/06/2016 | 01/01/1970 | Seguimiento del comportamiento del viaducto de Pont de Candí | Administrador de Infraestructuras Ferroviarias |
| 01/03/2015 | 31/10/2025 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 24/09/2014 | 01/01/1970 | MPM Research Community. Modelling large deformation and soil–water–stucture interaction | Geotechnical and Environmental Research Group, Engineering Department, University of Cambridge; Soil and Rock Mechanics Research Group, Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya; Institute of Geotechnical Engineering and Construction Management, Technische Universität Hamburg-Harburg (TUHH); Unit Geo-engineering Deltares; Università degli Studi di Padova; Faculty of Civil Engineering and Geosciences, Delft University of Technology |
| 01/02/2014 | 31/10/2025 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU. Clau: AT.TM-00509 | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 01/12/2012 | 31/10/2025 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (AT.TM-00509) | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 01/09/2011 | 31/10/2025 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA (Clau: AT.TM-00509) | Gestió d'Infrastructures, S.A |
| 01/08/2010 | 31/10/2025 | Contracte de serveis per a I'assistència tècnica per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA. Clau: TM-00509 | Gestió d'Infrastructures, S.A |
| 20/12/2009 | 30/11/2024 | EQUIPO ENDOMÉTRICO CON SUCCIÓN CONTROLADA | University of Strathclyde |
| 01/03/2008 | 31/10/2025 | Estudi per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA. Clau: E23-TM-00509 | Gestió d'Infrastructures, S.A |
Teaching staff and research groups
Research groups
UPC groups:
Teachers
Doctoral Programme teachers
- Alonso Perez de Agreda, Eduardo
- Arroyo Alvarez de Toledo, Marcos
- Buill Pozuelo, Felipe
- Carol Vilarasau, Ignacio
- Corominas Dulcet, Jordi
- Fernandez Garcia, Daniel
- Folch Sancho, Albert
- Gens Sole, Antonio
- Gili Ripoll, Jose Antonio
- Hurlimann Ziegler, Marcel
- Josa Garcia-Tornel, Alejandro
- Lantada Zarzosa, Nieves
- Ledesma Villalba, Alberto
- Lloret Morancho, Antonio
- Lopez Garello, Carlos Maria
- Moya Sanchez, Jose
- Nuñez Andres, M. Amparo
- Olivella Pastalle, Sebastià
- Pinyol Puigmarti, Nuria Merce
- Prat Catalan, Pere
- Puig Polo, Càrol
- Romero Morales, Enrique
- Saaltink, Maarten W.
- Sanchez Vila, Xavier
- Sempere Torres, Daniel
- Vaunat, Jean
Research projects
| START DATE | END DATE | ACTIVITY | FINANCING ENTITY |
|---|---|---|---|
| 20/12/2023 | 31/07/2025 | Assistència tècnica pel seguiment de la incidència de l'abocador de la Vall de Joan sobre la qualitat de les aigües de l'aqüífer | ARDANA CONSULTANTS S.L.U. |
| 01/10/2023 | 30/09/2027 | GeO and weather multi-risk impact Based Early warning and response systems supporting rapid deploYment of first respONders in EU and beyonD | Commission of European Communities |
| 01/09/2023 | 31/08/2026 | MUltiscale CHaracterization Of GroUndwater and Solutes discharge into The Ocean | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2023 | 31/08/2027 | Herramientas para la observación, INTERpretación y MOdelación de la INTERacción y MOvimiento multifásico en medio poroso aplicado a infraestructuras para la energía y mobilidad de las infraestructuras | AGENCIA ESTATAL DE INVESTIGACION |
| 31/05/2023 | 31/05/2023 | GPKDE | |
| 23/05/2023 | 22/06/2023 | Contracte de serveis per a la realització del Pla d'optimització de les extraccions i recàrrega gestionada d'àqüífers a la conca del Besòs | AIGÜES DE BARCELONA EMP M GEST CI |
| 06/02/2023 | 05/03/2023 | Servei per a la realització de la redacció del Pla d'extraccions de l'aqüífer del Besòs dins l'àmbit d'influència de l'ETAP Besòs (Nº Exp.:AB/ABAST/AD/2021/08) | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/02/2023 | 31/01/2025 | Early warning Demonstration of pan-European rainfall-induced impact forecasts | EURCOM- D.G. HUMANITARIAN |
| 01/01/2023 | 31/12/2026 | CLIMAte risk and vulnerability Assessment framework and toolboX | Commission of European Communities |
| 01/01/2023 | 31/12/2027 | Regions for climate change resilience through Innovation, Science and Technology | Commission of European Communities |
| 07/12/2022 | 07/12/2022 | MODPATH-OMP | |
| 01/12/2022 | 30/11/2024 | Técnicas de evaluación multi-riesgo en suelos basadas en soluciones novedosas enfocadas en modelos numéricos reducidos. Adaptación a la fluctuación climática | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 30/11/2024 | Investigación experimental y modelación del crecimiento de biofilms | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 30/11/2024 | Producción de sedimentos en cuencas de montaña: Evaluación del impacto del cambio climático sobre la sedimentación en embalses y la pérdida de suelos | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2022 | 01/12/2024 | Towards a user-friendly and efficient open-source code Anura3D, based on the material point method for geotechnical design and analysis | Gobierno de España. Ministerio de Educación y Ciencia (Mec) |
| 01/11/2022 | 31/10/2025 | Interactive understanding of groundwater hydrology and hydrogeology | Commission of European Communities |
| 01/10/2022 | 30/09/2026 | The Human-Tech Nexus- Building a save Haven to cope with climate extremes. | Commission of European Communities |
| 01/10/2022 | 30/09/2026 | Promoting disaster preparedness and resielence by co-developing stakeholder support tools for managing the systemic risk of compounding disasters. | Commission of European Communities |
| 01/10/2022 | 30/09/2024 | Fundamental study of CO2 storage through microbially enhanced carbon mineralization | Commission of European Communities |
| 01/10/2022 | 01/03/2024 | Reseach Collaboration Agreement fo the project entitled “Fluid Injection in Unconsolidated formations for Geo Energy and Environmental Applications (FLINUGEE)/' | UNIVERSITY OF CYPRUS |
| 15/09/2022 | 31/01/2023 | Contrato de colaboración en servicios profesionales para la Actualización del modelo hidrogeológico en el Aeropuerto de Barcelona | VIARIUM INGENIERIA SL |
| 01/09/2022 | 31/08/2025 | Sistema modular de ventilación para edificios educativos integrado con la producción urbana de alimentos: Incrementar la eficiencia energética y la sostenibilidad del edificio | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2022 | 31/12/2022 | Jornada científica: reptes en la gestió de les aigües subterrànies a l'àrea metropolitana de Barcelona | Ajuntament de Barcelona |
| 01/09/2022 | 31/08/2025 | Recursos hidrogeológicos en riesgo: confrontando los impactos ligados al cambio climático con el incremento de la demanda hídrica | AGENCIA ESTATAL DE INVESTIGACION |
| 01/09/2022 | 31/10/2022 | Contrato de colaboración para el estudio hidrogeológico para analizar el impacto del soterramiento de la línea de ferrocarril sobre los acuíferos de la Vall Baixa y Delta del Llobregat | ACCIONA Infraesctructuras, S.A. |
| 01/09/2022 | 31/08/2026 | Foundations for offshore wind turbines | Commission of European Communities |
| 01/09/2022 | 31/08/2026 | Mecanismos de expansión y criterios de diseño en rocas anhidríticas | Ministerio de Ciencia e Innovación |
| 19/07/2022 | 19/09/2022 | Contracte de col·laboració per l'elaboració de l'Informe de seguiment de la barrera hidràulica de Can Planas, Cerdanyola del Vallès | CONS.URBANIST.C.DIRECC.CERDANYOLA V |
| 01/06/2022 | 31/05/2023 | Trabajo de campo para la continuidad del desarrollo de la tesis doctoral “Alternative approach for water wicked problems: A socio-technical groundwater management tool to improve human development | Centre de Cooperació per al Desenvolupament de la UPC |
| 02/05/2022 | 31/10/2022 | Contrato de colaboración para la ejecución de un nuevo ramal ferroviario en las terminales 1 y 2 | COMSA |
| 05/01/2022 | 05/01/2022 | Method to generate the in-situ state of stress in a domain O in a geological structure | |
| 01/01/2022 | 31/12/2025 | Les Comunitats Prehistòriques del Massís del Garraf Nord. Fase 3. Orígens, Genètica, Estat de Salut, Dieta, Patrons d’Assentament, Trets Culturals, Mobilitat i Recursos durant la Prehistòria Recent | Agència de Gestió d'Ajuts Universitaris i de Recerca (Agaur) |
| 16/12/2021 | 31/12/2024 | ASESORAMIENTO PARA EL DISEÑO DE LA BARRERA REACTIVA, SISTEMA DE RECARGA Y MODELO UNIDIMENSIONAL DE TRANSPORTE REACTIVO DEL PROYECTO “LIFE MATRIX | FUN.CEN. ANDALUZ INVESTIG.DEL AGUA |
| 02/12/2021 | 01/04/2023 | l’ASSISTÈNCIA TÈCNICA PER A L'ADOPCIÓ DE MESURES DE MILLORA DE L'ABASTAMENT EN DUES MASSES D’AIGUA SUBTERRÀNIA SOTMESES A UNA EXPLOTACIÓ INTENSIVA | ARDANA CONSULTANTS S.L.U. |
| 01/12/2021 | 30/11/2023 | G-PFEM DE BOLSILLO: APLICACIONES DE SOFTWARE AVANZADO PARA EL PROYECTO GEOTÉCNICO DE INSTALACIONES DE ENERGIA RENOVABLE COSTA AFUERA | AGENCIA ESTATAL DE INVESTIGACION |
| 01/12/2021 | 30/11/2025 | Reactive barriers for water renaturalization during managed aquifer recharge in the Baix Camp region | EURCOM-D.G.FOR THE ENVIRONMENT |
| 02/11/2021 | 01/01/2022 | ESTUDIO Y DESARROLLO DE UN PERFIL GEOLÓGICO EN LA LADERA DEL ESTRIBO DERECHO DE LA PRESA DE YESA (YESA - NAVARRA) | CONFED. HIDROGRÁFICA DEL EBRO |
| 05/10/2021 | 31/12/2022 | Investigación y desarrollo de nuevas tecnologías para el discurso del poder: imitando adornos de ámbar en la prehistoria reciente de Iberia | Junta de Andalucía |
| 01/09/2021 | 31/08/2024 | Nuevos desarrollos en el estudio experimental y numérico de la degradación de cementos de pozos por ataque ácido, en lugares de almacenamiento de carbono. | AGENCIA ESTATAL DE INVESTIGACION |
| 12/07/2021 | 22/06/2023 | Estudio Hidrogeológico correspondiente al soterramiento de las líneas R2 y R4 en Hospitalet del Llobregat | UTE GPO INGENIERIA Y ARQUITECTURA S |
| 22/05/2021 | 22/05/2023 | Contracte de serveis d’assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (Infraestructures.cat) i per l’ens Infraestructures Ferroviàries de Catalunya (Ifercat). Clau: E2- INF-20500 | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 01/04/2021 | 31/03/2024 | IJC2019-042036-I | AGENCIA ESTATAL DE INVESTIGACION |
| 15/03/2021 | 31/03/2023 | Actualización e integracion de datos en el modelo hidrogeológico. Analisis de la sensibilidad y simulación de transporte advecivo en el modelo. Revisión del modelo hidrogeológico regional. Planteamien | WESTINGHOUSE ELECTRIC SPAIN SA |
| 15/03/2021 | 15/03/2022 | Model de Gestió integrada dels Recursos hídrics del Besòs davant el canvi climàtic: solucions per a l’autoabastament i resiliència del sistema hídric a l’àrea metropolitana de Barcelona (GiR-Beso`s) | Ajuntament de Barcelona |
| 10/03/2021 | 31/07/2022 | Servei per a la realització de la redacció del Pla d'extraccions de l'aqüífer del Besòs dins l'àmbit d'influcència de l'ETAP Besòs (Nº Exp.: AB/ABAST/AD/2021/08) | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/02/2021 | 30/06/2022 | trabajos de Hidrogeología necesarios para analizar el impacto de la construcción de un túnel artificial que atraviesa el acuífero superior del Delta del Llobregat y diseñar las medidas correctoras nec | APIA XXI SA |
| 01/11/2020 | 31/10/2022 | Emergency Risk Information and Assessments tailored for Communities | AGENCIA ESTATAL DE INVESTIGACION |
| 01/11/2020 | 31/07/2021 | Actualización del contrato "Estudio del comportamiento geomecánico de materiales procesados en la Planta del Puerto de Barcelona" | Gestió de Terres i Runes |
| 07/10/2020 | 06/01/2021 | Nuevo estudio sobre las condiciones de estabilidad del muro anclado del Canyeret (Lleida, España) | Ajuntament de Lleida |
| 01/10/2020 | 31/03/2024 | Assistants for Healthy, Safe, and Productive Virtual Construction Design, Operation and Maintenance using a Digitial Twin | Commission of European Communities |
| 01/10/2020 | 31/12/2022 | PlaNet International research Network on Plant-based solutions to mitigate climate-induced geohazards | The Reserach Council of Norway |
| 14/09/2020 | 30/04/2021 | Estudi del comportament estructural i de durabilitat dels tubs de formigó d'abastiment d'aigües en 2 trams sota viaductes a Can Clota i a Torrent Gornal a Esplugues de Llobregat i a L'Hospitalet de Ll | AIGÜES DE BARCELONA EMP M GEST CI |
| 01/09/2020 | 30/09/2021 | Triaxial and permeability tests on reinforced soils with different binders/injection liquids | BASF Construction Chemicals Europe AG |
| 17/06/2020 | 16/12/2020 | Asesoramiento y estudio de los ensayos complementarios en materiales de la ladera del estribo derecho de la Presa de Yesa (Yesa / Navarra) | CONFED. HIDROGRÁFICA DEL EBRO |
| 10/06/2020 | 09/04/2022 | herramienta de programación, basada en códigos existentes, y que permita reproducir un modelo de transporte reactivo tan complejo como el del Salar de Atacama. modelo numérico de transporte reactivo | SQM Salar S.A. |
| 10/06/2020 | 10/06/2020 | Treballs d'assesoria geotècnica del túnel d'autopista A-27 Valls Montblanc | ACCIONA, S.A |
| 01/06/2020 | 29/02/2024 | Análisis de la erosión de suelos en terrenos de alta pendiente a diferentes escalas. Procesos físicos, auscultación y modelización de futuros cambios ambientales. | AGENCIA ESTATAL DE INVESTIGACION |
| 01/06/2020 | 31/12/2023 | Avances en el análisis de la cuantificación del riesgo (QRA) por desprendimientos rocosos empleando avances en las técnicas geomáticas | AGENCIA ESTATAL DE INVESTIGACION |
| 20/05/2020 | 31/12/2020 | Desarrollo de la herramienta 3D geomecánica propietaria de Repsol para modelos evolutivos | REPSOL YPF, S.A. |
| 24/04/2020 | 20/03/2023 | Ampliació del contracte de col·laboració entre HYDS i la UPC per al desenvolupament d'un sistema de predicció hidrològica: tractament de les dades hidrometeorològiques | Hydrometeorological Innovative Solutions, S.L. |
| 22/04/2020 | 31/12/2020 | Servei de manteniment i desenvolupament de millores del programari eina de previsió hidrometeorologia integrada (EHIMI) operatiu del Servei Meteorològic de Catalunya per l'any 2020 | Servei Meteorològic de Catalunya |
| 01/02/2020 | 31/01/2026 | Removal and Mitigation of Pollution from the Use of Pesticides: Prevention, Recycling and Resource Management | Commission of European Communities |
| 01/02/2020 | 30/09/2022 | Advanced tools for pro-active Management of Impact and Risks induced by convective Weather, Heavy Rain and Flash Foods in Europe | EURCOM- D.G. HUMANITARIAN |
| 01/01/2020 | 31/12/2022 | Mezcla y dispersión en el transporte de energía y solutos | AGENCIA ESTATAL DE INVESTIGACION |
| 16/12/2019 | 31/03/2020 | Development of two hydro-mechanical prototypes with suction control for testing partially saturated and frozen soils under oedometer conditions | University of Cambridge |
| 01/11/2019 | 31/05/2022 | Prevención y gestión transfronteriza del riesgo asociado a deslizamientos de tierra | Commission of European Communities |
| 01/11/2019 | 31/10/2020 | Assistència tècnica pel seguiment de les xarxes de control d'aigües subterrànies, superficials i drenatge del Reg Segarra-Garrigues | ARDANA CONSULTANTS S.L.U. |
| 01/11/2019 | 30/10/2021 | Elaboración de análisis, modelación y simulación computacional para determinar las causas de la rotura de la Presa I de la Mina de Corrego do Feijao en el Complejo Paraopeba el 25/01/2019 | Companhia Vale do Rio Doce |
| 23/10/2019 | 19/01/2020 | Introduction to the Geotechnical PFEM in Kratos | CLIENTS DIVERSOS |
| 22/10/2019 | 13/12/2024 | Extension of the collaboration contract for the advance Fracture Modeling for Hydraulic Fracture applications | REPSOL YPF, S.A. |
| 01/10/2019 | 01/10/2024 | WP-Gas: Scientific work related to task 3 (Barrier Integrity). Linked Third Party NAGRA | National Cooperative for the Disposal of Radioactive Waste |
| 16/09/2019 | 28/02/2020 | Estudi tècnic a realitzar al fris de Picasso del Col·legi d'Arquitectes de Catalunya | COL.LEGI OFI. ARQUITECTES CATALUNYA |
| 01/09/2019 | 31/08/2022 | Predicción de riesgo y diseño seguro en rocas anhidríticas (ANHY_RISK) | Ministerio de Ciencia, Innovación y Universidades |
| 20/06/2019 | 18/09/2020 | Bender Element transducers | Universidade do Minho |
| 01/06/2019 | 31/05/2024 | European Joint Programme on Radioactive Waste Management | Commission of European Communities |
| 01/06/2019 | 31/05/2021 | Geohazards: Identification, Modelling, Preparedness, Assessment, Collaboration and Transference | AGENCIA ESTATAL DE INVESTIGACION |
| 01/06/2019 | 31/05/2021 | Thermal aspects and their coupled HM effects on Ypresian clays and Boom Clay (Reference: CCHO 2019-0236/00/00) | ONDRAF/NIRAS |
| 01/06/2019 | 31/05/2024 | WP GAS Mechanistic understanding of gas transport in clay materials. Part of EURAD ‘European Joint Programme on Radioactive Waste Management’ NFRP-2018. | European Commission |
| 01/06/2019 | 31/12/2022 | Laboratory investigation of two-phase transport in sand-bentonite mixtures (Ref. 18311) | National Cooperative for the Disposal of Radioactive Waste |
| 01/06/2019 | 30/06/2023 | DEvelopment of COupled models and their VALidation against EXperiments (2023) - Task B: MAGIC | National Radioactive Waste Management Agency |
| 21/05/2019 | 21/05/2021 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (Infraestructures.cat) i per l'Ens Infraestructures Ferroviàries de Catalunya (IFERCAT). Clau: E2-INF-18500 Nom | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 17/05/2019 | 31/05/2023 | Recarga gestionada de acuíferos: abordando los riesgos asociados a la recarga de aguas regeneradas | AGENCIA ESTATAL DE INVESTIGACION |
| 02/05/2019 | 15/07/2019 | Development of a hydro-mechanical prototype cell for performing gas migration tests under axisymmetric triaxial conditions with hollow cylinder rock sample and inner core of expansive bentonite prepar | TEXAS A&M UNIVERSITY |
| 01/05/2019 | 31/10/2020 | Nuevo estudio de la estabilidad del deslizamiento del Embalse de Canelles | ENDESA GENERACIÓN, S.A. |
| 01/04/2019 | 31/03/2020 | Triaxial test on reinforced soils with different binders/injection liquids | BASF Construction Chemicals Europe AG |
| 27/03/2019 | 31/12/2020 | Anàlisi geotècnic i hidrogeològic dels túnels de la Línia Llobregat-Anoia | Ferrocarrils de la Generalitat de Catalunya |
| 01/03/2019 | 28/02/2023 | Managed Aquifer Recharge Solutions Training Network | Commission of European Communities |
| 28/02/2019 | 28/02/2019 | A METHOD FOR ESTIMATING THE FRACTURED VOLUME IN A RESERVOIR DOMAIN BY INJECTING A HIGH PRESSURE FLUID | |
| 01/01/2019 | 30/09/2022 | Atenuación natural de patógenos y contaminantes orgánicos en medio poroso durante operaciones de recarga gestionada de acuíferos | AGENCIA ESTATAL DE INVESTIGACION |
| 01/01/2019 | 31/12/2024 | Ampliación del contrato de colaboración para la realización de campañas de seguimiento de la evolución de las paredes rocosas (Monasterio de Piedra) | MONASTERIO DE PIEDRA SA |
| 01/01/2019 | 31/03/2020 | Massive and non-destructive mining of information in experiments | Ministerio de Ciencia e Innovación |
| 01/01/2019 | 31/12/2019 | Ensayos geotécnicoss avanzados de grandes dimensiones sobre materiales de Getió de Terres i Runes | Gestió de Terres i Runes |
| 01/01/2019 | 31/12/2023 | FE-Modelling Task Force / Task 1: Validation of thermally induced THM effects in the rock around the FE-tunnel | National Cooperative for the Disposal of Radioactive Waste |
| 01/01/2019 | 31/12/2021 | Master's Degree in Urban Mobility | European Institute for Innovation and Technology |
| 01/01/2019 | 31/12/2022 | Stability análisis of slope B-40 Highway (Catalunya, Spain). | MAPA |
| 01/09/2017 | 30/06/2019 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de les infraestructures de la Generalitat de Catalunya | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 01/06/2016 | 01/01/1970 | Seguimiento del comportamiento del viaducto de Pont de Candí | Administrador de Infraestructuras Ferroviarias |
| 01/03/2015 | 31/10/2025 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 24/09/2014 | 01/01/1970 | MPM Research Community. Modelling large deformation and soil–water–stucture interaction | Geotechnical and Environmental Research Group, Engineering Department, University of Cambridge; Soil and Rock Mechanics Research Group, Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya; Institute of Geotechnical Engineering and Construction Management, Technische Universität Hamburg-Harburg (TUHH); Unit Geo-engineering Deltares; Università degli Studi di Padova; Faculty of Civil Engineering and Geosciences, Delft University of Technology |
| 01/02/2014 | 31/10/2025 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU. Clau: AT.TM-00509 | Infraestructures de la Generalitat de Catalunya S.A.U. |
| 01/12/2012 | 31/10/2025 | Contracte de serveis per a l'assistència tècnica per a la investigació i assessorament en temes geotècnics de la línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per Infraestructures de la Generalitat de Catalunya, SAU (AT.TM-00509) | Infraestructures de la Generalitat de Catalunya , S.A.U. |
| 01/09/2011 | 31/10/2025 | Assistència tècnica per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA (Clau: AT.TM-00509) | Gestió d'Infrastructures, S.A |
| 01/08/2010 | 31/10/2025 | Contracte de serveis per a I'assistència tècnica per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA. Clau: TM-00509 | Gestió d'Infrastructures, S.A |
| 20/12/2009 | 30/11/2024 | EQUIPO ENDOMÉTRICO CON SUCCIÓN CONTROLADA | University of Strathclyde |
| 01/03/2008 | 31/10/2025 | Estudi per a la investigació i assessorament en temes geotècnics de la Línia 9 del Metro de Barcelona i altres grans infraestructures gestionades per GISA. Clau: E23-TM-00509 | Gestió d'Infrastructures, S.A |
Quality
The Validation, Monitoring, Modification and Accreditation Framework (VSMA Framework) for official degrees ties the quality assurance processes (validation, monitoring, modification and accreditation) carried out over the lifetime of a course to two objectives—the goal of establishing coherent links between these processes, and that of achieving greater efficiency in their management—all with the overarching aim of improving programmes.

Validation
- Verification Memory (Doctoral Programme) - 2012
- Verification Resolution (MECD) - 2013
- Agreement of the Council of Ministers (BOE)
Monitoring
- University monitoring report (Doctoral School) - 2016
- Monitoring report (Doctoral Programme) - 2016
- University Monitoring and Accreditation Report (Doctoral School) - 2018
- Follow-up Assessment Report (AQU) - 2017
- Follow-up Assessment Report (AQU) - 2020
Accreditation
- Accreditation Report (Doctoral Programme) - 2018
- Official Degree Accreditation Evaluation Report (AQU) - 2019