H. Abuel-naga, D. Bergado, A. Bouazza, and G. Ramana, Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling, Canadian Geotechnical Journal, vol.44, issue.8, pp.942-956, 2007.

H. Abuel-naga, D. Bergado, G. Ramana, L. Grino, P. Rujivipat et al., Experimental evaluation of engineering behavior of soft bangkok clay under elevated temperature, Journal of geotechnical and geoenvironmental engineering, vol.132, issue.7, pp.902-910, 2006.

H. M. Abuel-naga, D. T. Bergado, and B. F. Lim, Effect of temperature on shear strength and yielding behavior of soft bangkok clay, Soils and Foundations, vol.47, issue.3, pp.423-436, 2007.

G. A. Akrouch, M. Sánchez, and J. Briaud, Thermo-mechanical behavior of energy piles in high plasticity clays, Acta Geotechnica, vol.9, issue.3, pp.399-412, 2014.

K. H. Andersen, Bearing capacity under cyclic loadingoffshore, along the coast, and on land. the 21st bjerrum lecture presented in oslo, Canadian Geotechnical Journal, vol.46, issue.5, pp.513-535, 2007.

K. H. Andersen, W. F. Rosenbrand, S. F. Brown, and J. H. Pool, Cyclic and static laboratory tests on drammen clay, Journal of the Soil Mechanics and Foundations Division, vol.106, issue.5, pp.499-529, 1980.

A. M. Ansal and A. Erken, Undrained behavior of clay under cyclic shear stresses, Journal of Geotechnical Engineering, vol.115, issue.7, pp.968-983, 1989.

. Astm, Standard test method for direct shear test of soils under consolidated drained conditions, ASTM standard D3080-98, 1998.

G. Baldi, T. Hueckel, and R. Pellegrini, Thermal volume changes of the mineral-water system in low-porosity clay soils, Canadian geotechnical journal, vol.25, issue.4, pp.807-825, 1988.

K. Been, M. Jefferies, and J. Hachey, The critical state of sands, Geotechnique, vol.41, issue.3, pp.365-381, 1991.

G. Bfer, An isoparametric joint/interface element for finite element analysis, International journal for numerical methods in engineering, vol.21, issue.4, pp.585-600, 1985.

A. Boukelia, H. Eslami, S. Rosin-paumier, and F. Masrouri, Effect of temperature and initial state on variation of thermal parameters of fine compacted soils, European Journal of Environmental and Civil Engineering, pp.1-14, 2017.
URL : https://hal.archives-ouvertes.fr/hal-01717778

M. Boulon, Basic features of soil structure interface behaviour, Computers and Geotechnics, vol.7, issue.1-2, pp.115-131, 1989.

M. Boulon and P. Foray, Physical and numerical simulation of lateral shaft friction along offshore piles in sand, Proceedings of the 3rd International Conference on Numerical methods in Offshore piling, pp.127-147, 1986.

M. Boulon, P. Garnica, and P. Vermeer, Soil-structure interaction: Fem computations, Studies in Applied Mechanics, vol.42, pp.147-147, 1995.

M. Boulon, V. N. Ghionna, and G. Mortara, A strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading, Mathematical and computer modelling, vol.37, issue.5-6, pp.623-630, 2003.

M. Boulon and A. Jarzebowski, Rate-type and elastoplastic approaches for soilstructure interface bahaviour: A comparison, vol.7, pp.305-310, 1991.

M. Boulon and R. Nova, Modelling of soil-structure interface behaviour a comparison between elastoplastic and rate type laws, Computers and Geotechnics, vol.9, issue.1-2, pp.21-46, 1990.

P. Bourne-webb, B. Amatya, K. Soga, T. Amis, C. Davidson et al., , 2009.

, Energy pile test at lambeth college, london: geotechnical and thermodynamic aspects of pile response to heat cycles, Géotechnique, vol.59, issue.3, pp.237-248

H. Brandl, Energy foundations and other thermo-active ground structures, Géotechnique, vol.56, issue.2, pp.81-122, 2006.

S. Brown, A. Lashine, and A. Hyde, Repeated load triaxial testing of a silty clay, Geotechnique, vol.25, issue.1, pp.95-114, 1975.

W. Brumund and G. Leonards, Experimental study of static and dynamic friction between sand and typical constuction materials, Journal of Testing and Evaluation, vol.1, issue.2, pp.162-165, 1973.

A. Burghignoli, A. Desideri, and S. Miliziano, A laboratory study on the thermomechanical behaviour of clayey soils, Canadian Geotechnical Journal, vol.37, issue.4, pp.764-780, 2000.

R. G. Campanella and J. K. Mitchell, Influence of temperature variations on soil behavior, Journal of Soil Mechanics and Foundations Division, vol.94, issue.SM3, pp.709-734, 1968.

C. Cekerevac and L. Laloui, Experimental study of thermal effects on the mechanical behaviour of a clay, International journal for numerical and analytical methods in geomechanics, vol.28, issue.3, pp.209-228, 2004.

C. Cekerevac and L. Laloui, Experimental analysis of the cyclic behaviour of kaolin at high temperature, Géotechnique, vol.60, issue.8, p.651, 2010.

S. Cfms, Recommandations pour la conception, le dimensionnement et la mise en oeuvre des géostructures thermiques, Revue Française de Géotechnique, vol.149, p.120, 2017.

S. Chiu, Behaviour of normally consolidated clay at elevated temperature, 1996.

G. W. Clough and J. M. Duncan, Finite element analyses of retaining wall behavior, Journal of Soil Mechanics & Foundations Div, 1971.

H. M. Coyle and I. H. Sulaiman, Skin friction for steel piles in sand, Journal of Soil Mechanics & Foundations Div, vol.92, issue.SM5, 1967.

Y. J. Cui, N. Sultan, and P. Delage, A thermomechanical model for saturated clays, Canadian Geotechnical Journal, vol.37, issue.3, pp.607-620, 2000.
URL : https://hal.archives-ouvertes.fr/hal-01515787

S. C. Daguiar, A. Modaressi-farahmand-razavi, J. A. Santos, and F. Lopez-caballero, Elastoplastic constitutive modelling of soil-structure interfaces under monotonic and cyclic loading, Computers and Geotechnics, vol.38, issue.4, pp.430-447, 2011.
URL : https://hal.archives-ouvertes.fr/hal-00715377

B. M. Das, Principles of foundation engineering, 2015.

V. De-gennaro and R. Frank, Elasto-plastic analysis of the interface behaviour between granular media and structure, Computers and Geotechnics, vol.29, issue.7, pp.547-572, 2002.
URL : https://hal.archives-ouvertes.fr/hal-00129509

C. De-wit and P. Arens, Moisture content and density of some caly minerals and some remarks on the hydration pattern of clay, Transactions of the International Congress of Soil Science, pp.3-3, 1950.

J. T. Dejong, M. F. Randolph, and D. J. White, Interface load transfer degradation during cyclic loading: a microscale investigation, Soils and foundations, vol.43, issue.4, pp.81-93, 2003.

J. T. Dejong and Z. J. Westgate, Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior, Journal of Geotechnical and Geoenvironmental Engineering, vol.135, issue.11, pp.1646-1660, 2009.

J. T. Dejong, D. J. White, and M. F. Randolph, Microscale observation and modeling of soil-structure interface behavior using particle image velocimetry, Soils and foundations, vol.46, issue.1, pp.15-28, 2006.

P. Delage, N. Sultan, and Y. J. Cui, On the thermal consolidation of boom clay, Canadian Geotechnical Journal, vol.37, issue.2, pp.343-354, 2000.
URL : https://hal.archives-ouvertes.fr/hal-00723062

C. Desai, E. Drumm, and M. Zaman, Cyclic testing and modeling of interfaces, Journal of Geotechnical Engineering, vol.111, issue.6, pp.793-815, 1985.

C. Desai and B. Nagaraj, Modeling for cyclic normal and shear behavior of interfaces, Journal of engineering mechanics, vol.114, issue.7, pp.1198-1217, 1988.

C. S. Desai and Y. Ma, Modelling of joints and interfaces using the disturbedstate concept, International Journal for Numerical and Analytical Methods in Geomechanics, vol.16, issue.9, pp.623-653, 1992.

C. S. Desai and W. Zhang, Computational aspects of disturbed state constitutive models, Computer methods in applied mechanics and engineering, vol.151, issue.3-4, pp.361-376, 1998.

D. Donna and A. , Thermo-mechanical aspects of energy piles, 2014.

D. Donna, A. Ferrari, A. Laloui, and L. , Experimental investigations of the soil-concrete interface: physical mechanisms, cyclic mobilization, and behaviour at different temperatures, Canadian Geotechnical Journal, vol.53, issue.4, pp.659-672, 2015.

R. Dyvik, T. Berre, S. Lacasse, and B. Raadim, Comparison of truly undrained and constant volume direct simple shear tests, Geotechnique, vol.37, issue.1, pp.3-10, 1987.

H. T. Eid, R. S. Amarasinghe, K. H. Rabie, and D. Wijewickreme, Residual shear strength of fine-grained soils and soil-solid interfaces at low effective normal stresses, Canadian Geotechnical Journal, vol.52, issue.2, pp.198-210, 2015.

H. Eslami, S. Rosin-paumier, A. Abdallah, and F. Masrouri, Pressuremeter test parameters of a compacted illitic soil under thermal cycling, Acta Geotechnica, vol.12, issue.5, pp.1105-1118, 2017.
URL : https://hal.archives-ouvertes.fr/hal-01717739

M. Evans and T. Fennick, Geosynthetic/soil interface friction angles using a rotation shear device, Geotechnical Testing Journal, vol.18, issue.2, pp.271-275, 1995.

E. Evgin and K. Fakharian, Effect of stress paths on the behaviour of sand steel interfaces, Canadian geotechnical journal, vol.33, issue.6, pp.853-865, 1997.

M. Faizal, A. Bouazza, C. Haberfield, and J. S. Mccartney, Axial and radial thermal responses of a field-scale energy pile under monotonic and cyclic temperature changes, Journal of Geotechnical and Geoenvironmental Engineering, vol.144, issue.10, p.4018072, 2018.

K. Fakharian, Three-dimensional monotonic and cyclic behaviour of sand-steel interfaces: Testing and modelling, 1996.

K. Fakharian and E. Evgin, Cyclic simple-shear behavior of sand-steel interfaces under constant normal stiffness condition, Journal of Geotechnical and Geoenvironmental Engineering, vol.123, issue.12, pp.1096-1105, 1997.

K. Fakharian and E. Evgin, Elasto-plastic modelling of stress-path-dependent behaviour of interfaces, International Journal for Numerical and Analytical Methods in Geomechanics, vol.24, issue.2, pp.183-199, 2000.

F. Finn, The effect of temperature on the consolidation characteristics of remolded clay, Symposium on Consolidation Testing of Soils, 1952.

V. Fioravante, On the shaft friction modelling of non-displacement piles in sand, Soils and foundations, vol.42, issue.2, pp.23-33, 2002.

V. Fioravante, V. N. Ghionna, S. Pedroni, and D. Porcino, A constant normal stiffness direct shear box for soil-solid interface tests, Rivista Italiana di geotecnica, vol.33, issue.3, pp.7-22, 1999.

P. Foray, L. Balachowski, and G. Rault, Scale effect in shaft friction due to the localisation of deformations, Centrifuge, vol.98, pp.211-216, 1998.

I. Ghaaowd, A. Takai, T. Katsumi, and J. S. Mccartney, Pore water pressure prediction for undrained heating of soils, Environmental Geotechnics, vol.4, issue.2, pp.70-78, 2015.

B. Ghahremannejad, Thermo-mechanical behaviour of two reconstituted clays, 2003.

V. N. Ghionna and G. Mortara, An elastoplastic model for sand -structure interface behaviour, 2002.

V. N. Ghionna and G. Mortara, An elastoplastic model for sand-structure interface behaviour, Géotechnique, vol.52, issue.1, pp.41-50, 2002.

R. Gibson and D. Henkel, Influence of duration of tests at constant rate of strain on measured drained strength, Géotechnique, vol.4, issue.1, pp.6-15, 1954.

J. E. Gómez, G. M. Filz, and R. M. Ebeling, Extended hyperbolic model for sand-to-concrete interfaces, Journal of Geotechnical and Geoenvironmental Engineering, vol.129, issue.11, pp.993-1000, 2003.

R. E. Goodman, Introduction to rock mechanics, vol.2, 1989.

J. Graham, J. Graham, N. Tanaka, T. Crilly, and M. Alfaro, Modified Cam-Clay modeling of temperature effects in clays Modified Cam-Clay modelling of temperature effects in clays, 2001.

J. Graham, N. Tanaka, T. Crilly, and M. Alfaro, Modified cam-clay modelling of temperature effects in clays, Canadian geotechnical journal, vol.38, issue.3, pp.608-621, 2001.

A. S. Gylland, H. P. Jostad, and S. Nordal, Experimental study of strain localization in sensitive clays, Acta Geotechnica, vol.9, issue.2, pp.227-240, 2014.

T. B. Hamid and G. A. Miller, Shear strength of unsaturated soil interfaces, Canadian Geotechnical Journal, vol.46, issue.5, pp.595-606, 2009.

T. Hamid and G. Miller, Elastoplastic constitutive model for unsaturated soil-steel interface, Poromechanics-Giot Centennial, 1905.

A. Hamidi and C. Khazaei, A thermo-mechanical constitutive model for saturated clays, International Journal of Geotechnical Engineering, vol.4, pp.445-459, 2010.

H. Hanzawa, N. Nutt, T. Lunne, Y. Tang, and M. Long, A comparative study between the ngi direct simple shear apparatus and the mikasa direct shear apparatus, Soils and foundations, vol.47, issue.1, pp.47-58, 2007.

K. H. Head, Manual of soil laboratory testing, vol.3, 1998.

G. Hebeler, A. Martinez, and J. Frost, Shear zone evolution of granular soils in contact with conventional and textured cpt friction sleeves, KSCE Journal of Civil Engineering, vol.20, issue.4, pp.1267-1282, 2016.

T. Ho, R. Jardine, and N. Anh-minh, Large-displacement interface shear between steel and granular media, Géotechnique, vol.61, issue.3, pp.221-234, 2011.

M. A. Hossain and J. Yin, Influence of grouting pressure on the behavior of an unsaturated soil-cement interface, Journal of geotechnical and geoenvironmental engineering, vol.138, issue.2, pp.193-202, 2012.

M. A. Hossain and J. Yin, Dilatancy and strength of an unsaturated soil-cement interface in direct shear tests, International journal of Geomechanics, vol.15, issue.5, p.4014081, 2015.

. Hoteit, Etude exprimentale du comportement physique et mcanique des interfaces sols-structures, 1990.

S. L. Houston and H. Lin, A thermal consolidation model for pelagic clays, Marine Georesources & Geotechnology, vol.7, issue.2, pp.79-98, 1987.

L. Hu and J. Pu, Testing and modeling of soil-structure interface, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.8, pp.851-860, 2004.

L. Hu and J. L. Pu, Application of damage model for soil-structure interface, Computers and Geotechnics, vol.30, issue.2, pp.165-183, 2003.

T. Hueckel and G. Baldi, Thermoplasticity of saturated clays: experimental constitutive study, Journal of geotechnical engineering, vol.116, issue.12, pp.1778-1796, 1990.

T. Hueckel and M. Borsetto, Thermoplasticity of saturated soils and shales: constitutive equations, Journal of Geotechnical Engineering, vol.116, issue.12, pp.1765-1777, 1990.

T. Hueckel, B. François, and L. Laloui, Explaining thermal failure in saturated clays, Géotechnique, vol.59, issue.3, pp.197-212, 2009.

T. Hueckel, R. Pellegrini, and C. Del-olmo, A constitutive study of thermoelasto-plasticity of deep carbonatic clays, International journal for numerical and analytical methods in geomechanics, vol.22, issue.7, pp.549-574, 1998.

A. F. Hyde, K. Yasuhara, and K. Hirao, Stability criteria for marine clay under one-way cyclic loading, Journal of geotechnical engineering, vol.119, issue.11, pp.1771-1789, 1993.

I. Idriss, R. Dobry, E. Doyle, and R. Singh, Behavior of soft clays under earthquake loading conditions, Offshore Technology Conference, Offshore Technology Conference, 1976.

I. M. Idriss, R. Dobry, and R. Sing, Nonlinear behavior of soft clays during cyclic loading, Journal of Geotechnical and Geoenvironmental Engineering, vol.104, 1978.

N. Jarad, O. Cuisinier, and F. Masrouri, Effect of temperature and strain rate on the consolidation behaviour of compacted clayey soils, European Journal of Environmental and Civil Engineering, pp.1-18, 2017.
URL : https://hal.archives-ouvertes.fr/hal-01754065

R. Jardine, B. Lehane, and S. Everton, Friction coefficients for piles in sands and silts, Offshore site investigation and foundation behaviour, pp.661-677, 1993.

C. N. Khoury and G. A. Miller, Influence of hydraulic hysteresis on the shear strength of unsaturated soils and interfaces, Geotechnical Testing Journal, vol.35, issue.1, pp.135-149, 2012.

H. Kishida and M. Uesugi, Tests of the interface between sand and steel in the simple shear apparatus, Geotechnique, vol.37, issue.1, pp.45-52, 1987.

P. Kuntiwattanakul, I. Towhata, K. Ohishi, and I. Seko, Temperature effects on undrained shear characteristics of clay, Soils and Foundations, vol.35, issue.1, pp.147-162, 1995.

J. Lackenby, B. Indraratna, G. Mcdowell, and D. Christie, Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading, Geotechnique, vol.57, pp.527-536, 2007.

. Laguros, Effect of temperature on some engineering properties of clay soils, Special Report, vol.103, 1969.

M. Lahoori, Y. Jannot, S. Rosin-paumier, A. Boukelia, and F. Masrouri, , 2020.

, Measurement of the thermal properties of unsaturated compacted soil by the transfer function estimation method, Applied Thermal Engineering, vol.167, p.114795

L. Laloui and C. Cekerevac, Thermo-plasticity of clays: an isotropic yield mechanism, Computers and Geotechnics, vol.30, issue.8, pp.649-660, 2003.

L. Laloui and B. François, Acmeg-t: soil thermoplasticity model, Journal of engineering mechanics, vol.135, issue.9, pp.932-944, 2009.

L. Laloui, M. Nuth, and L. Vulliet, Experimental and numerical investigations of the behaviour of a heat exchanger pile, International Journal for Numerical and Analytical Methods in Geomechanics, vol.30, issue.8, pp.763-781, 2006.

A. Lashkari, A plasticity model for sand-structure interfaces, Journal of Central South University, vol.19, issue.4, pp.1098-1108, 2012.

A. Lashkari, Prediction of the shaft resistance of nondisplacement piles in sand, International Journal for Numerical and Analytical Methods in Geomechanics, vol.37, issue.8, pp.904-931, 2013.

A. Lashkari, A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand, Computers and Geotechnics, vol.88, pp.95-110, 2017.

B. Lehane and R. Jardine, Residual strength of bothkennar clay in soil-soil and soil-interface shear, Géotechnique, vol.42, issue.2, pp.363-367, 1992.

B. Lehane, R. Jardine, A. J. Bond, and R. Frank, Mechanisms of shaft friction in sand from instrumented pile tests, Journal of Geotechnical Engineering, vol.119, issue.1, pp.19-35, 1993.
URL : https://hal.archives-ouvertes.fr/hal-00547801

L. Lemos, Shear strength of shear surfaces under fast loading, Proceedings of the Tenth European Conference on Soil Mechanics and Foundation Engineering, vol.1, pp.137-142, 1991.

L. J. Lemos, The effect of rate on residual strength of soil, 1986.

L. Lemos and P. Vaughan, Clay-interface shear resistance, Géotechnique, vol.50, issue.1, pp.55-64, 2000.

C. Li, G. Kong, H. Liu, and H. Abuel-naga, Effect of temperature on behaviour of red clay-structure interface, Canadian Geotechnical Journal, vol.56, issue.1, pp.126-134, 2018.

L. Li, H. Dan, and L. Wang, Undrained behavior of natural marine clay under cyclic loading, Ocean Engineering, vol.38, issue.16, pp.1792-1805, 2011.

I. Littleton, An experimental study of the adhesion between clay and steel, Journal of terramechanics, vol.13, issue.3, pp.141-152, 1976.

H. Liu, H. Liu, Y. Xiao, and J. S. Mccartney, Effects of temperature on the shear strength of saturated sand, Soils and Foundations, vol.58, issue.6, pp.1326-1338, 2018.

H. Liu, E. Song, and H. I. Ling, Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics, Mechanics Research Communications, vol.33, issue.4, pp.515-531, 2006.

J. Lupinl, A. Skinner, and P. Vaughan, The drained residual strength of cohesive soils, Selected papers on geotechnical engineering by PR Vaughan, pp.88-120, 2009.

S. Maghsoodi, O. Cuisinier, and F. Masrouri, Comportement thermomécanique de l'interface sable-structure, 17th European Conference on Soil Mechanics and Geotechnical Engineering, 2019.

S. Maghsoodi, O. Cuisinier, and F. Masrouri, Thermo-mechanical behaviour of clay-structure interface, E3S Web of Conferences, vol.92, p.10002, 2019.
URL : https://hal.archives-ouvertes.fr/hal-02439428

S. Maghsoodi, O. Cuisinier, and F. Masrouri, Thermal effects on mechanical behaviour of soil-structure interface, Canadian geotechnical journal, vol.57, issue.1, pp.32-47, 2020.
URL : https://hal.archives-ouvertes.fr/hal-02057063

A. Martinez, J. D. Frost, and G. L. Hebeler, Experimental study of shear zones formed at sand/steel interfaces in axial and torsional axisymmetric tests, Geotechnical Testing Journal, vol.38, issue.4, pp.409-426, 2015.

A. Martinez and H. H. Stutz, Rate effects on the interface shear behaviour of normally and over-consolidated clay, 2018.

N. Matasovi? and M. Vucetic, Generalized cyclic-degradation-pore-pressure generation model for clays, Journal of geotechnical engineering, vol.121, issue.1, pp.33-42, 1995.

T. Matsui, T. Ito, and H. Ohara, Cyclic stress-strain history and shear characteristics of clay, Journal of the geotechnical Engineering Division, vol.106, issue.10, pp.1101-1120, 1980.

J. S. Mccartney, N. H. Jafari, T. Hueckel, M. Sánchez, and F. Vahedifard, , 2019.

, Emerging thermal issues in geotechnical engineering, Geotechnical fundamentals for addressing new world challenges, pp.275-317

J. S. Mccartney and J. E. Rosenberg, Impact of heat exchange on side shear in thermo-active foundations, Advances in Geotechnical Engineering, pp.488-498, 2011.

G. A. Miller and T. B. Hamid, Interface direct shear testing of unsaturated soil, Geotechnical Testing Journal, vol.30, issue.3, pp.182-191, 2006.

J. K. Mitchell, Shearing resistance of soils as a rate process, Journal of Soil Mechanics & Foundations Div, vol.90, 1964.

J. K. Mitchell and K. Soga, Fundamentals of soil behavior, vol.3, 2005.

M. Monfared, J. Sulem, P. Delage, and M. Mohajerani, A laboratory investigation on thermal properties of the opalinus claystone, Rock Mechanics and Rock Engineering, vol.44, issue.6, p.735, 2011.

M. Monfared, J. Sulem, P. Delage, and M. Mohajerani, Temperature and damage impact on the permeability of opalinus clay, Rock mechanics and rock engineering, vol.47, pp.101-110, 2014.

R. Mooney, A. Keenan, and L. Wood, Adsorption of water vapor by montmorillonite. i. heat of desorption and application of bet theory1, Journal of the American Chemical Society, vol.74, issue.6, pp.1367-1371, 1952.

R. Morin and A. J. Silva, The effects of high pressure and high temperature on some physical properties of ocean sediments, Journal of Geophysical Research: Solid Earth, vol.89, issue.B1, pp.511-526, 1984.

G. Mortara, An elastoplastic model for sand-structure interface behaviour under monotonic and cyclic loading, 2001.

G. Mortara, M. Boulon, and V. N. Ghionna, A 2-d constitutive model for cyclic interface behaviour, International journal for numerical and analytical methods in geomechanics, vol.26, issue.11, pp.1071-1096, 2002.

G. Mortara, A. Mangiola, and V. N. Ghionna, Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests, Canadian Geotechnical Journal, vol.44, issue.7, pp.739-752, 2007.

A. R. Mortezaie and M. Vucetic, Effect of frequency and vertical stress on cyclic degradation and pore water pressure in clay in the ngi simple shear device, Journal of Geotechnical and Geoenvironmental Engineering, vol.139, issue.10, pp.1727-1737, 2013.

A. Mortezaie and M. Vucetic, Threshold shear strains for cyclic degradation and cyclic pore water pressure generation in two clays, Journal of Geotechnical and Geoenvironmental Engineering, vol.142, issue.5, p.4016007, 2016.

G. Moses, S. Rao, and P. Rao, Undrained strength behaviour of a cemented marine clay under monotonic and cyclic loading, Ocean engineering, vol.30, issue.14, pp.1765-1789, 2003.

. Murayama, Effect of temperature on the elasticity of clays, Special Report, vol.103, 1969.

K. D. Murphy and J. S. Mccartney, Thermal borehole shear device, Geotechnical Testing Journal, vol.37, issue.6, pp.1040-1055, 2014.

K. D. Murphy, J. S. Mccartney, and K. S. Henry, Evaluation of thermomechanical and thermal behavior of full-scale energy foundations, Acta Geotechnica, vol.10, issue.2, pp.179-195, 2015.

N. Navayogarajah, C. Desai, and P. Kiousis, Hierarchical single-surface model for static and cyclic behavior of interfaces, Journal of engineering mechanics, vol.118, issue.5, pp.990-1011, 1992.

P. Nejat, F. Jomehzadeh, M. M. Taheri, M. Gohari, and M. Z. Majid, A global review of energy consumption, co2 emissions and policy in the residential sector, Renewable and sustainable energy reviews, vol.43, pp.843-862, 2015.

C. W. Ng, S. Wang, and C. Zhou, Volume change behaviour of saturated sand under thermal cycles, Géotechnique Letters, vol.6, issue.2, pp.124-131, 2016.

R. Nova and D. M. Wood, A constitutive model for sand in triaxial compression, International journal for numerical and analytical methods in geomechanics, vol.3, issue.3, pp.255-278, 1979.

S. Ohara and H. Matsuda, Study on the settlement of saturated clay layer induced by cyclic shear, Soils and Foundations, vol.28, issue.3, pp.103-113, 1988.

R. Plum and M. Esrig, Effects of temperature on some engineering properties of clay soils, Special Report, vol.103, pp.231-242, 1969.

D. Porcino, V. Fioravante, V. N. Ghionna, and S. Pedroni, Interface behavior of sands from constant normal stiffness direct shear tests, Geotechnical Testing Journal, vol.26, issue.3, pp.289-301, 2003.

J. G. Potyondy, Skin friction between various soils and construction materials, Geotechnique, vol.11, issue.4, pp.339-353, 1961.

H. Poulos and R. Al-douri, Influence of soil density on pile skin friction in calcareous sediments, Proc., 6th ANZ Conf. on Geomech, pp.375-380, 1992.

S. Pra-ai, Behaviour of soil-structure interfaces subjected to a large number of cycles. Application to piles, 2013.
URL : https://hal.archives-ouvertes.fr/tel-00809729

S. Pra-ai and M. Boulon, Soil-structure cyclic direct shear tests: a new interpretation of the direct shear experiment and its application to a series of cyclic tests, Acta Geotechnica, vol.12, issue.1, pp.107-127, 2017.
URL : https://hal.archives-ouvertes.fr/hal-01951833

D. C. Procter and J. H. Khaffaf, Cyclic triaxial tests on remoulded clays, Journal of Geotechnical Engineering, vol.110, issue.10, pp.1431-1445, 1984.

M. Saberi, C. Annan, and J. Konrad, Constitutive modeling of gravelly soil-structure interface considering particle breakage, Journal of Engineering Mechanics, vol.143, issue.8, p.4017044, 2017.

M. Saberi, C. Annan, and J. Konrad, Implementation of a soil-structure interface constitutive model for application in geo-structures, Soil Dynamics and Earthquake Engineering, vol.116, pp.714-731, 2019.

M. Saberi, C. Annan, J. Konrad, and A. Lashkari, A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading, Computers and Geotechnics, vol.80, pp.71-82, 2016.

A. Sadrekarimi and S. M. Olson, Shear band formation observed in ring shear tests on sandy soils, Journal of geotechnical and geoenvironmental engineering, vol.136, issue.2, pp.366-375, 2010.

H. B. Seed and C. K. Chan, Clay strength under earthquake loading conditions, Journal of Soil Mechanics & Foundations Div, vol.92, 1966.

I. Shahrour and F. Rezaie, An elastoplastic constitutive relation for the soilstructure interface under cyclic loading, Computers and Geotechnics, vol.21, issue.1, pp.21-39, 1997.

R. R. Shakir and J. Zhu, Behavior of compacted clay-concrete interface, Frontiers of Architecture and Civil Engineering in China, vol.3, issue.1, pp.85-92, 2009.

M. A. Sherif and C. M. Burrous, Temperature effects on the unconfined shear strength of saturated, cohesive soil, Highway Research Board Special Report, issue.103, 1969.

A. W. Skempton, Residual strength of clays in landslides, folded strata and the laboratory, Geotechnique, vol.35, issue.1, pp.3-18, 1985.

J. H. Soltani and A. Soroush, Cyclic behavior of mixed clayey soils, 2010.

S. Soralump and J. Prasomsri, Cyclic pore water pressure generation and stiffness degradation in compacted clays, Journal of Geotechnical and Geoenvironmental Engineering, vol.142, issue.1, p.4015060, 2015.

H. H. Stutz, Hypoplastic Models for Soil-Structure Interfaces-Modelling and Implementation, 2016.

H. H. Stutz, D. Ma?ín, and F. Wuttke, Enhancement of a hypoplastic model for granular soil-structure interface behaviour, Acta Geotechnica, vol.11, issue.6, pp.1249-1261, 2016.

H. Stutz and D. Ma?ín, Hypoplastic interface models for fine-grained soils, International Journal for numerical and analytical methods in geomechanics, vol.41, issue.2, pp.284-303, 2017.

H. Stutz, D. Ma?ín, F. Wuttke, and B. Prädel, Thermo-mechanical hypoplastic interface model for fine-grained soils, Proceedings of the 1st International Conference on Energy Geotechnics, pp.351-357, 2016.

M. Suryatriyastuti, S. Burlon, and H. Mroueh, On the understanding of cyclic interaction mechanisms in an energy pile group, International Journal for Numerical and Analytical Methods in Geomechanics, vol.40, issue.1, pp.3-24, 2016.

M. Suryatriyastuti, H. Mroueh, and S. Burlon, A load transfer approach for studying the cyclic behavior of thermo-active piles, Computers and Geotechnics, vol.55, pp.378-391, 2014.

J. T. Tabucanon, D. W. Airey, and H. G. Poulos, Pile skin friction in sands from constant normal stiffness tests, 1995.

N. Takada, Mikasa's direct shear apparatus, test procedures and results, Geotechnical Testing Journal, vol.16, issue.3, pp.314-322, 1993.

K. Tan and M. Vucetic, Behavior of medium and low plasticity clays under cyclic simple shear conditions, Proceedings of the 4th International Conference on Soil Dynamics and Earthquake Engineering, pp.131-142, 1989.

A. Tang and Y. Cui, Modelling the thermo-mechanical volume change behaviour of compacted expansive clays, 2009.
URL : https://hal.archives-ouvertes.fr/hal-00377782

D. W. Taylor, Fundamentals of soil mechanics, vol.66, 1948.

V. Thakur, Strain localization in sensitive soft clays, 2007.

V. Thakur, S. Nordal, G. Viggiani, and P. Charrier, Shear bands in undrained plane strain compression of norwegian quick clays, Canadian Geotechnical Journal, vol.55, issue.1, pp.45-56, 2018.
URL : https://hal.archives-ouvertes.fr/hal-02084897

S. Thian and C. Lee, Cyclic stress-controlled tests on offshore clay, Journal of Rock Mechanics and Geotechnical Engineering, vol.9, issue.2, pp.376-381, 2017.

M. Tidfors and G. Sällfors, Temperature effect on preconsolidation pressure, Geotechnical Testing Journal, vol.12, issue.1, pp.93-97, 1989.

T. E. Tika, P. Vaughan, and L. Lemos, Fast shearing of pre-existing shear zones in soil, Geotechnique, vol.46, issue.2, pp.197-233, 1996.

T. M. Tika, The effect of rate of shear on the residual strength of soil, 1989.

I. Towhata, P. Kuntiwattanaku, I. Seko, and K. Ohishi, Volume change of clays induced by heating as observed in consolidation tests, Soils and Foundations, vol.33, issue.4, pp.170-183, 1993.

I. Towhata, P. Kuntiwattanakul, and H. Kobayashi, A preliminary study on heating of clays to examine possible effects of temperature on soil-mechanical properties, Soils and Foundations, vol.33, issue.4, pp.184-190, 1993.

Y. Tsubakihara and H. Kishida, Frictional behaviour between normally consolidated clay and steel by two direct shear type apparatuses, Soils and Foundations, vol.33, issue.2, pp.1-13, 1993.

Y. Tsubakihara, H. Kishida, and T. Nishiyama, Friction between cohesive soils and steel, Soils and Foundations, vol.33, issue.2, pp.145-156, 1993.

M. Uesugi and H. Kishida, Frictional resistance at yield between dry sand and mild steel, Soils and foundations, vol.26, issue.4, pp.139-149, 1986.

M. Uesugi, H. Kishida, and Y. Tsubakihara, Friction between sand and steel under repeated loading, Soils and foundations, vol.29, issue.3, pp.127-137, 1989.

M. Vucetic and R. Dobry, Degradation of marine clays under cyclic loading, Journal of Geotechnical Engineering, vol.114, issue.2, pp.133-149, 1988.

M. Vucetic and S. Lacasse, Closure to specimen size effect in simple shear test by m. vucetic and s. lacasse (december, 1982), Journal of Geotechnical Engineering, vol.110, issue.3, pp.447-453, 1984.

J. Wang, Y. Liu, and Y. Xing, Estimation of undrained bearing capacity for offshore soft foundations with cyclic load, China Ocean Engineering, vol.12, issue.2, pp.213-222, 1998.

E. Wernick, Skin friction of cylindrical anchors in non-cohesive soils, Symposium on Soil Reinforcing and Stabilising Techniques in Engineering Practice, vol.42, p.201219, 1978.

D. J. White, An investigation into the behaviour of pressed-in piles, 2002.

T. Wichtmann, Explicit accumulation model for non-cohesive soils under cyclic loading, 2005.

T. Wichtmann, Soil behaviour under cyclic loading-experimental observations, constitutive description and applications, 2016.

T. Wichtmann, K. Andersen, M. Sjursen, and T. Berre, Cyclic tests on high-quality undisturbed block samples of soft marine norwegian clay, Canadian Geotechnical Journal, vol.50, issue.4, pp.400-412, 2013.

T. Wichtmann, A. Niemunis, and T. Triantafyllidis, Strain accumulation in sand due to cyclic loading: drained triaxial tests, Soil Dynamics and Earthquake Engineering, vol.25, issue.12, pp.967-979, 2005.

Y. Xiong, G. Liu, R. Zheng, and X. Bao, Study on dynamic undrained mechanical behavior of saturated soft clay considering temperature effect, Soil Dynamics and Earthquake Engineering, vol.115, pp.673-684, 2018.

Y. Yao and A. Zhou, Non-isothermal unified hardening model: a thermoelasto-plastic model for clays, Geotechnique, vol.63, issue.15, p.1328, 2013.

K. Yasuhara, T. Yamanouchi, and K. Hiaro, Cyclic strength and deformation of normally consolidated clay, Soils and Foundations, vol.22, issue.3, pp.77-91, 1982.

N. Yavari, Aspects géotechniques des pieux de fondationénergétiques, 2014.

N. Yavari, A. M. Tang, J. Pereira, and G. Hassen, Effect of temperature on the shear strength of soils and the soil-structure interface, Canadian Geotechnical Journal, vol.53, issue.7, pp.1186-1194, 2016.
URL : https://hal.archives-ouvertes.fr/hal-01515798

S. Yazdani, S. Helwany, and G. Olgun, Influence of temperature on soil-pile interface shear strength, Geomechanics for Energy and the Environment, vol.18, pp.69-78, 2019.

R. Yong, L. Taylor, and B. P. Warkentin, Swelling pressures of sodium montmorillonite at depressed temperatures, Clays and Clay Minerals, vol.11, issue.1, pp.268-281, 1962.

Y. Yoshimi and T. Kishida, A ring torsion apparatus for evaluating friction between soil and metal surfaces, 1981.

M. Zeghal and T. B. Edil, Soil structure interaction analysis: modeling the interface, Canadian Geotechnical Journal, vol.39, issue.3, pp.620-628, 2002.

J. Zhou and X. Gong, Strain degradation of saturated clay under cyclic loading, Canadian Geotechnical Journal, vol.38, issue.1, pp.208-212, 2001.