Agus, S.S., An experimental study on hydro-mechanical characteristics of compacted bentonite-sand mixtures. PhD Thesis, 2005, Bauhaus-University Weimar, Weimar, Germany.
Alonso, E.E., Gens, A., Josa, A., A constitutive model for partially saturated soils. Géotechnique 40:3 (1990), 405–430.
Alonso, E.E., Alcoverro, J., Coste, F., Malinsky, L., Merrien-Soukatchoff, V., Kadiri, I., Nowak, T., Shao, H., Nguyen, T.S., Selvadurai, A.P.S., et al. The FEBEX benchmark test: case definition and comparison of modelling approaches. International Journal of Rock Mechanics and Mining Sciences 42:5–6 (2005), 611–638.
Carman, P.C., Fundamental principles of industrial filtration (a critical review of present knowledge). Transaction of the Institute of Chemical Engineers 16 (1938), 168–188.
Collin, F., Li, X.L., Radu, J.P., Charlier, R., Thermo-hydro-mechanical coupling in clay barriers. Engineering Geology 64:2–3 (2002), 179–193.
Delahaye, C.H., Alonso, E., Soil heterogeneity and preferential paths for gas migration. Engineering Geology 64:2–3 (2002), 251–271.
Della Vecchia, G., Dieudonné, A.C., Jommi, C., Charlier, R., Accounting for evolving pore size distribution in water retention models for compacted clays. International Journal for Numerical and Analytical Methods in Geomechanics 39 (2015), 702–723.
Dieudonne, A.C., Della Vecchia, G., Charlier, R., Water retention model for compacted bentonites. Canadian Geotechnical Journal 54:7 (2017), 915–925.
DIN18123, Soil, Investigation and testing—determination of grain-size distribution. 2010, German Institute for Standardisation, Berlin.
D'Onza, F., Gallipoli, D., Wheeler, S.J., A new procedure for determining parameter values in the Barcelona Basic Model. Unsaturated soils: research and applications, 2012, Springer, Berlin, 93–102.
Dubinin, M.M., Radushkevich, L.V., The equation of the characteristic curve of the activated charcoal. Proceedings of the union of soviet socialist republics academy of sciences. Moscow, 1947, 331–337.
Edlefsen, N., Anderson, A., Thermodynamics of soil moisture. Hilgardia 15:2 (1943), 31–298.
Gallipoli, D., Gens, A., Sharma, R., Vaunat, J., An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique 53:1 (2003), 123–135.
Gallipoli, D., D'Onza, F., Wheeler, S.J., A sequential method for selecting parameter values in the Barcelona Basic Model. Canadian Geotechnical Journal 47:11 (2010), 1175–1186.
Gallipoli, D., A hysteretic soil-water retention model accounting for cyclic variations of suction and void ratio. Géotechnique 62:7 (2012), 605–616.
Gallipoli, D., D'Onza, F., Calibration of elasto-plastic models for unsaturated soils under isotropic stresses. Engineering Geology 165 (2013), 64–72.
García-Tornel, A.J., Un modelo elastoplástico para suelos no saturados. PhD Thesis., 1988, Universitat Politècnica de Catalunya, Barcelona, Spain (in Spanish).
Gatabin, C., Talandier, J., Collin, F., Charlier, R., Dieudonné, A.-C., Competing effects of volume change and water uptake on the water retention behaviour of a compacted MX-80 bentonite/sand mixture. Applied Clay Science 121–122 (2016), 57–62.
Gens, A., Sánchez, M., Guimarães, L.D.N., Alonso, E., Lloret, A., Olivella, S., Villar, M., Huertas, F., A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. Géotechnique 59:4 (2009), 377–399.
Jobmann, M., Flügge, J., Hammer, J., Herold, P., Krone, J., Kühnlenz, T., Li, S., Lommerzheim, A., Meleshyn, A., Wolf, J., Site-specific evaluation of safety issues for high-level waste disposal in crystalline rocks. Technical Report No. TEC-28-2015-AB., 2015.
Jobmann, M., Flügge, J., Gazul, R., Hammer, J., Herold, P., Krone, J., Kuate Simo, E., Kühnlenz, T., Laggiard, E., Lommerzheim, A., Meleshyn, A., Müller, C., Rübel, A., Wolf, J., Zhao, H., Investigation on long-term safety aspects of a radioactive waste repository in a diagenetic clay formation. Technical Report No. TEC-32-2016-AB., 2017.
Kozeny, J., Über kapillare Leitung des Wassers im Boden Aufstieg, Versickerung und Anwendung auf die Bewässerung, 136, 1927, Sitzb. Akad. Wiss. Wien. Math. naturw. Klasse (in German).
Long, N.-T., Coupled thermo-hydro-mechanical analysis: experiment and back analysis. PhD Thesis, 2014, Ruhr-Universität Bochum, Bochum, Germany.
Mašín, D., Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics 34:1 (2010), 73–90.
Martin, P., Barcala, J., Large scale buffer material test: mock-up experiment at CIEMAT. Engineering Geology 81:3 (2005), 298–316.
Maswoswe, J., Stress paths for compacted soil during collapse due to wetting. PhD Thesis, 1985, Imperial College London, London, UK.
Nuth, M., Laloui, L., Advances in modelling hysteretic water retention curve in deformable soils. Computers and Geotechnics 35:6 (2008), 835–844.
Rawat, A., Baille, W., Tripathy, S., Swelling behavior of compacted bentonite-sand mixture during water infiltration. Engineering Geology 257 (2019), 105–141.
Romero, E., Vaunat, J., Retention curves of deformable clays. Experimental evidence and theoretical approaches in unsaturated soils, 2000, CRC Press, Boca Raton, USA, 91–106.
Roscoe, K.H., Burland, J.B., On the generalised stress-strain behaviour of wet clay. Engineering Plasticity, 1968, 535–609.
Rothfuchs, T., Jockwer, N., Miehe, R., Zhang, C.L., Self-sealing barriers of clay/mineral mixtures in a clay repository: SB experiment in the Mont Terri Rock Laboratory. Technical Report No. GRS-212 (ISBN 3-931995-79-8)., 2005, Gesellschaft für Anlagen-und Reaktorsicherheit (GRS).
Saba, S., Cui, Y.J., Barnichon, J.D., Tang, A.M., Investigation of the swelling behaviour of compacted bentonite–sand mixture by mock-up tests. Canadian Geotechnical Journal 51:12 (2014), 1399–1412.
Sánchez, M., Gens, A., Olivella, S., THM analysis of a large-scale heating test incorporating material fabric changes. International Journal for Numerical and Analytical Methods in Geomechanics 36:4 (2012), 391–421.
Sheng, D., Zhou, A.-N., Coupling hydraulic with mechanical models for unsaturated soils. Canadian Geotechnical Journal 48:5 (2011), 826–840.
Sun, D., Sheng, D., Sloan, S.W., Elastoplastic modelling of hydraulic and stress–strain behaviour of unsaturated soils. Mechanics of Materials 39:3 (2007), 212–221.
Sun, W., Sun, D., Coupled modelling of hydro-mechanical behaviour of unsaturated compacted expansive soils. International Journal for Numerical and Analytical Methods in Geomechanics 36:8 (2012), 1002–1022.
Tarantino, A., A water retention model for deformable soils. Géotechnique 59:9 (2009), 751–762.
Tripathy, S., Thomas, H.R., Bag, R., Geoenvironmental application of bentonites in underground disposal of nuclear waste: characterization and laboratory tests. Journal of Hazardous, Toxic, and Radioactive Waste, 21(1), 2015, D4015002.
van Genuchten, M.T., A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44:5 (1980), 892–898.
Vaunat, J., Gens, A., Analysis of the hydration of a bentonite seal in a deep radioactive waste repository. Engineering Geology 81:3 (2005), 317–328.
Villar, M., Campos, R., Gutiérrez-Nebot, L., Long-term performance of engineered barrier systems PEBS. EB experiment laboratory post-mortem analyses report, the seventh framework programme of the European atomic energy community (Euratom). DELIVERABLE, 2014 D2:1–7.
Villar, M.V., García-Siñeriz, J.L., Bárcena, I., Lloret, A., State of the bentonite barrier after five years operation of an in situ test simulating a high level radioactive waste repository. Engineering Geology 80:3–4 (2005), 175–198.
Wheeler, S.J., Gallipoli, D., Karstunen, M., Comments on use of the Barcelona basic model for unsaturated soils. International journal for numerical and analytical methods in Geomechanics 26:15 (2002), 1561–1571.
Zandarin, M.T., Alonso, E., Olivella, S., A constitutive law for rock joints considering the effects of suction and roughness on strength parameters. International Journal of Rock Mechanics and Mining Sciences 60 (2013), 333–344.