Laboratory of soil mechanics
Caractéristiques Structurelles des Chaussées Routières2023.
Application of random fields in geotechnical reliabilty analysis2023.
Pore-pressure coefficients for unsaturated soils: Generalised effective stress approachCanadian Geotechnical Journal. 2023.
Modelling the density homogenisation of a block and granular bentonite buffer upon non-isothermal saturation2023. DOI : 10.1002/nag.3547.
Thermo-hydro-mechanical analysis of the complete lifetime of the bentonite barrier in the FEBEX in-situ testGeomechanics for Energy and the Environment. 2023. DOI : 10.1016/j.gete.2023.100472.
Influence of pore-scale heterogeneity on the precipitation patterns in Microbially Induced Calcite Precipitation (MICP)Lausanne, EPFL, 2023.
Fine-scale dynamics of calcite precipitation in a large hardwater lakeScience Of The Total Environment. 2022-12-22. Vol. 864, p. 160699. DOI : 10.1016/j.scitotenv.2022.160699.
Insights into the interaction of a shale with CO2Solid Earth EGUsphere. 2022-12-05. DOI : 10.5194/se-13-1823-2022.
Analysis of barrette foundations subjected to mechanical and thermal loadsGeomechanics For Energy And The Environment. 2022-12-01. Vol. 32, p. 100333. DOI : 10.1016/j.gete.2022.100333.
Microfluidic study in a meter-long reactive path reveals how the medium’s structural heterogeneity shapes MICP-induced biocementationScientific Reports. 2022-11-15. Vol. 12, p. 19553. DOI : 10.1038/s41598-022-24124-6.
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear TestsJournal Of Geotechnical And Geoenvironmental Engineering. 2022-11-01. Vol. 148, num. 11, p. 04022086. DOI : 10.1061/(ASCE)GT.1943-5606.0002903.
Impact of water saturation on the bulk modulus of gas shales and its stress dependency16th International Conference of the International Association for Computer Methods and Advances in Geomechanics IACMAG, Torino, Italy, August 30, 2022 – September 2, 2022.
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly ClayInternational Journal Of Geomechanics. 2022-09-01. Vol. 22, num. 9, p. 04022135. DOI : 10.1061/(ASCE)GM.1943-5622.0002481.
Characterizing the Deformation Evolution with Stress and Time of Biocemented SandsJournal of Geotechnical and Geoenvironmental Engineering. 2022-07-20. Vol. 148, num. 10, p. 1-12, 04022074. DOI : 10.1061/(ASCE)GT.1943-5606.0002871.
Evaluating CO2 breakthrough in a shaly a caprock material: a multi-scale experimental approachScientific Reports. 2022-06-23. Vol. 12, num. 10706. DOI : 10.1038/s41598-022-14793-8.
Life cycle environmental assessment of retaining walls in unsaturated soilsGeomechanics For Energy And The Environment. 2022-06-01. Vol. 30, p. 100241. DOI : 10.1016/j.gete.2021.100241.
Geomechanics for Energy and the Environment: Current DevelopmentsGeomechanics for Energy and the Environment. 2022-04-06. p. 100345. DOI : 10.1016/j.gete.2022.100345.
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress pathsActa Geotechnica. 2022-02-12. Vol. 17, p. 3719–3730. DOI : 10.1007/s11440-022-01481-0.
Triaxial tests for buffer bentonite on rock shear for A-Insinöörit Civil Oy (AINS Group): Results of the third test set (PRS 10 g/L)
Swelling and shrinkage of gas shales due to suction variations2022-01-10. 2nd International Conference on Energy Geotechnics (ICEGT 2020), La Jolla, California, USA, April 10-13, 2022.
Visualising the coupled mechanics of CO2 breakthrough2022-01-10. 2nd International Conference on Energy Geotechnics (ICEGT 2020), California, USA, September 20-23, 2020. p. 13003. DOI : 10.1051/e3sconf/202020513003.
A coupled hydro-mechanical approach for modelling the behaviour of bentonites2nd International conference on energy geotechnics (ICEGT 2020)., La Jolla, California, USA, April 10-13, 2022.
Insights into the hydro-mechanical behaviour of Opalinus Clay subjected to gas transport8th International Conference on Clays in Natural and Engineered Barriers for Radioactive Waste Confinement (Clay Conference 2022), Nancy, France., June 13-16.
The impact of the compaction and mineralogical composition on the water retention behavior of Opalinus Clay10th Euratom Conference on Reactor Safety & 10th Euratom Conference Radioactive Waste Management (FISA 2022 & EURADWASTE ’22), Lyon, France, May 30 – June 3.
The impact of the compaction and mineralogical composition on the retention behaviour of Opalinus Clay2022. 2nd International conference on energy geotechnics (ICEGT 2020)., La Jolla, California, USA, September 20-23, 2022.
Behaviour of energy pile-soil interface in frozen conditions: a design for robustness16th International Conference for Computer Methods and Advances in Geomechanics (IACMAG), Torino, Italy, 2022.
Microstructural characterization of a 3D-printed soilSoils and Rocks. 2022. Vol. 45, num. 4. DOI : 10.28927/SR.2022.005422.
Swelling and shrinkage of partially saturated gas shales: from laboratory tests to an effective stress frameworkLausanne, EPFL, 2022.
Investigation of the effect of mineral dissolution on the geomechanical behaviour of geomaterialsLausanne, EPFL, 2022.
Mechanical performance and upscaling of bio-improved soilsLausanne, EPFL, 2022.
Failure mechanism of fine-grained soil-structure interface for energy pilesSoils and Foundations. 2022. Vol. 62, num. 3, p. 101152. DOI : 10.1016/j.sandf.2022.101152.
Effective stress concept for mechanical modeling of clays under different environmental conditions2022. 2nd International Conference on Energy Geotechnics (ICEGT 2020), La Jolla, California, US, September 20-23, 2020. p. 13015. DOI : 10.1051/e3sconf/202020513015.
Discussion on “Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of Rock Fabric” of Schuster, V., Rybacki, E., Bonnelye, A., Herrmann, J., Schleicher, AM, Dresen, G.Rock Mechanics And Rock Engineering. 2022. Vol. 55, p. 463–465. DOI : 10.1007/s00603-021-02654-1.
Monitoring innovation metrics in construction and civil engineering: Trends, drivers and laggardsDevelopments in the Built Environment. 2021-12-02. Vol. 9, p. 100064. DOI : 10.1016/j.dibe.2021.100064.
Seismic vulnerability assessment of free-standing massive masonry columns by the 3D Discrete Element MethodEngineering Structures. 2021-11-01. Vol. 246, p. 113004. DOI : 10.1016/j.engstruct.2021.113004.
Controlling the calcium carbonate microstructure of engineered living building materialsJournal Of Materials Chemistry A. 2021-10-29. Vol. 9, num. 43, p. 24438-24451. DOI : 10.1039/d1ta03990c.
Experimental analysis of a thermoactive underground railway stationGeomechanics for Energy and the Environment. 2021-10-19. p. 100275. DOI : 10.1016/j.gete.2021.100275.
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydrationComputers and Geotechnics. 2021-09-15. Vol. 140, p. 104447. DOI : 10.1016/j.compgeo.2021.104447.
Experimental investigation of energy piles: From laboratory to field testingGeomechanics For Energy And The Environment. 2021-09-01. Vol. 27, p. 100214. DOI : 10.1016/j.gete.2020.100214.
Triaxial tests for buffer bentonite on rock shear for A-Insinôôrit Civil Oy (AINS Group): Results of the second test set (PRS 70 g/L)
Runout of landslides in quick clay zones2021-07-13.
Tunnel in urban site – Lausanne Metro m3 Section Casernes – Blécherette2021-07-13.
Microstructure observations in compacted clays subjected to thermal loadingEngineering Geology. 2021-06-20. Vol. 287, p. 105928. DOI : 10.1016/j.enggeo.2020.105928.
Pile interaction effects and environmental impacts of refrigerant on the performance of an energy pile foundation2021-06-11.
Energy Funding Programme 2013–2020, Final Report
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shaleInternational Journal of Rock Mechanics and Mining Sciences. 2021-05-23. Vol. 143, p. 104747. DOI : 10.1016/j.ijrmms.2021.104747.
Machine learning enhancement of thermal response tests for geothermal potential evaluations at site and regional scalesGeothermics. 2021-05-19. Vol. 95, p. 102132. DOI : 10.1016/j.geothermics.2021.102132.
Hydrothermal interactions in energy wallsUnderground Space. 2021-04-01. Vol. 6, num. 2, p. 173-184. DOI : 10.1016/j.undsp.2020.02.001.
On a Four-Parameter Linear Failure CriterionRock Mechanics And Rock Engineering. 2021-03-30. Vol. 54, p. 3369–3376. DOI : 10.1007/s00603-021-02451-w.
Soil-structure interaction of surface footingsComputers and Geotechnics. 2021-03-21. Vol. 134, p. 104103. DOI : 10.1016/j.compgeo.2021.104103.
Shear Response of Wet Weak Carbonate Rock/Grout Interfaces Under Cyclic LoadingRock Mechanics and Rock Engineering. 2021-03-15. Vol. 54, p. 2791–2813. DOI : 10.1007/s00603-021-02406-1.
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testingGeomechanics For Energy And The Environment. 2021-03-01. Vol. 25, p. 100210. DOI : 10.1016/j.gete.2020.100210.
Experimental and numerical investigation of the thermo-mechanical behaviour of an energy sheet pile wallGeomechanics For Energy And The Environment. 2021-03-01. Vol. 25, p. 100208. DOI : 10.1016/j.gete.2020.100208.
Thermo-hydraulic behaviour of Energy barrettes2021-02-09.
Energy performance of a high BHEs density at district scale2021-02-09.
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injectionInternational Journal of Greenhouse Gas Control. 2021-01-19. Vol. 106, p. 103225. DOI : 10.1016/j.ijggc.2020.103225.
The interface failure mechanism of energy piles2021. 7th International Young Geotechnical Engineers Conference, Sydney, Australia, 29 May – 1 July, 2022.
Scale effects in Opalinus Clay: experimental investigations and theoretical analyses
On predicting pore fluid pressure changes in unsaturated porous media subject to undrained processesInterPore 2021 – 13th annual Meeting, Online, 31 May 2021 – 4 June 2021.
On the mechanical behavior of expansive porous media with consideration on chemical effectsInterPore 2021 – 13th annual Meeting, Online, 31 May 2021 – 4 June 2021.
Cyclic thermomechanical behaviour of pile-soil interface and design methods for energy pile foundationsLausanne, EPFL, 2021.
Studies on the mechanical evolution of compacted bentonite subjected to environmental actionsLausanne, EPFL, 2021.
Advances in the Soil-Structure Interaction Analysis — from Surface Footings to Thermoactive Deep FoundationsLausanne, EPFL, 2021.
Effective stress for unsaturated active clays and in-situ effective stress estimation methodologyLausanne, EPFL, 2021.
Generalized effective stress concept for saturated active claysCanadian Geotechnical Journal. 2021. Vol. 58, num. 11, p. 1627-1639. DOI : 10.1139/cgj-2020-0390.
A generalised water retention model with soil fabric evolutionGeomechanics for Energy and the Environment. 2021. Vol. h25, p. 100205. DOI : 10.1016/j.gete.2020.100205.
Thermal stress analysis of energy pilesGéotechnique. 2021. Vol. 71, num. 3, p. 260-271. DOI : 10.1680/jgeot.19.p.208.
Séquestration du CO2: remettre le carbone à sa place2020-12-04.
Analytical solution for describing the thermo-mechanical behavior of plane energy geostructures2020-11-18. 2nd International Conference on Energy Geotechnics (ICEGT 2020), La Jolla, USA, September 20-23, 2020. DOI : 10.1051/e3sconf/202020506009.
Load transfer approach for the geotechnical analysis of energy piles in a group with slab2020-11-18. 2nd International Conference on Energy Geotechnics (ICEGT 2020), California, USA, April 10-13, 2020. DOI : 10.1051/e3sconf/202020505008.
Cyclic thermomechanical response of fine-grained soil-concrete interface for energy piles applicationsCanadian Geotechnical Journal. 2020-10-23. Vol. 58, num. 8, p. 1216-1230. DOI : 10.1139/cgj-2020-0437.
Benefits and drawbacks of applied direct currents for soil improvement via carbonate mineralization2020-10-16. 4th European Conference on Unsaturated Soils (E-UNSAT 2020), Lisboa, Portugal, October 19-21, 2020. DOI : 10.1051/e3sconf/202019505007.
Developing a high capacity axis translation apparatus for gas shale testing2020-10-16. 4th European Conference on Unsaturated Soils, E-UNSAT 2020, Lisboa, Portugal, October 19-21th, 2020. DOI : 10.1051/e3sconf/202019503020.
A physical model for the interaction between unsaturated soils and retaining structures2020-10-16. 4th European Conference on Unsaturated Soils, E-UNSAT 2020, Lisboa, Portugal (Virtual event), October 19-21, 2020. p. 1-6, 03013. DOI : 10.1051/e3sconf/202019503013.
An extended generalized effective stress for active clays2020-10-16. 4th European Conference on Unsaturated Soils, E-UNSAT 2020, Lisboa, Portugal (Virtual event), 19-21st October 2020. p. 4p.. DOI : 10.1051/e3sconf/202019502004.
Direct currents stimulate carbonate mineralization for soil improvement under various chemical conditionsScientific Reports. 2020-10-12. Vol. 10, p. 17014. DOI : 10.1038/s41598-020-73926-z.
Biodegradation and Antimicrobial Properties of Zinc Oxide-Polymer Composite Materials for Urinary Stent ApplicationsCoatings. 2020-10-01. Vol. 10, num. 10, p. 1002. DOI : 10.3390/coatings10101002.
Extension of Winkler’s solution to non-isothermal conditions for capturing the behaviour of plane geostructures subjected to thermal and mechanical actionsComputers and Geotechnics. 2020-09-18. Vol. 128, p. 103618. DOI : 10.1016/j.compgeo.2020.103618.
ENHANCED GEOTHERMAL SYSTEMS (EGS) – NUMERICAL PREDICTION OF THE MODE AND LOCATION OF FRACTURE INITIATION2020-09-17.
District scale prediction of subsurface waste heat flows2020-09-16.
Vertical deformation and interaction of energy barrettes subjected to mechanical and thermal loads2020-09-16.
Microbial-induced carbonate precipitation applicability with the methane hydrate-bearing layer microbeJournal Of Natural Gas Science And Engineering. 2020-09-01. Vol. 81, p. 103490. DOI : 10.1016/j.jngse.2020.103490.
Etude géotechnique et géothermique de la station et du tunnel de Beaulieu pour le m32020-07-14.
Station de Beaulieu et tunnel entre Beaulieu et Casernes pour le M3
Triaxial tests for buffer bentonite on rock shear for A-Insinôôrit Civil Oy (AINS Group): Results of the first test set (DI)