Shear behavior of ice–frozen soil interface: Experiments and elastoplastic modeling

Jin, 2008, Assessment of frozen ground conditions for engineering geology along the Qinghai–Tibet highway and railway, China Eng Geol, 101, 96, 10.1016/j.enggeo.2008.04.001 Yu, 2013, In-situ monitoring of settlement at different layers under embankments in permafrost regions on the Qinghai–Tibet Plateau, Eng Geol, 160, 44, 10.1016/j.enggeo.2013.04.002 Orlando, 1994, 8 Shur, 2004, Syngenetic permafrost growth: cryostratigraphic observation from the CRREL tunnel near Fairbanks, Alaska, Permafrost Periglac, 15, 339, 10.1002/ppp.486 French, 2010, The principles of cryostratigraphy, Earth-Sci Rev, 101, 190, 10.1016/j.earscirev.2010.04.002 Shi, 2020, Experimental investigation on shear characteristics of ice–frozen clay interface, Cold Reg Sci Technol, 176, 10.1016/j.coldregions.2020.103090 Radd, 1979, Ice lens structures, compression strengths and creep behavior of some synthetic frozen silty soils, Eng Geol, 13, 169, 10.1016/0013-7952(79)90030-9 Bray, 2012, The influence of cryostructure on the creep behavior of ice-rich permafrost, Cold Reg Sci Technol, 79–80, 43, 10.1016/j.coldregions.2012.04.003 Niu, 2016, Thaw-induced slope failures and stability analyses in permafrost regions of the Qinghai-Tibet Plateau, China LandSlides, 13, 55, 10.1007/s10346-014-0545-2 Subramanian, 2017, Stability assessment approach for soil slopes in seasonal cold regions, Eng Geol, 221, 154, 10.1016/j.enggeo.2017.03.008 Wang, 2019, Anisotropy in small–strain shear modulus of permafrost at rising temperatures, Cold Reg Sci Technol, 160, 1, 10.1016/j.coldregions.2019.01.003 Bragg, 1981, Strain rate, temperature, and specimen size effects on compression and tensile properties of frozen sand, Eng Geol, 18, 35, 10.1016/0013-7952(81)90044-2 Yasufuku, 2001, Stress–strain relationship of frozen sand as a composite geomaterial, Soils Found, 41, 17, 10.3208/sandf.41.3_17 Arenson, 2005, Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples, Can Geotech J, 42, 412, 10.1139/t04-111 Lai, 2008, Strength distributions of warm frozen clay and its stochastic damage constitutive model, Cold Reg Sci Technol, 53, 200, 10.1016/j.coldregions.2007.11.001 Nassr, 2018, A new approach to modeling the behavior of frozen soils, Eng Geol, 246, 82, 10.1016/j.enggeo.2018.09.018 Li, 2018, Investigation of unsaturated frozen soil behavior: Phase transformation state, post-peak strength, and dilatancy, Soils Found, 58, 928, 10.1016/j.sandf.2018.05.003 Qiu, 2021, Research on the numerical simulation for plastic model of ice as building materials under triaxial compression, Constr Build Mater, 268, 1, 10.1016/j.conbuildmat.2020.121183 Liu, 2014, Experimental study on direct shear behavior of frozen soil–concrete interface, Cold Reg Sci Technol, 104–105, 1 Wen, 2016, Experimental investigation on the effect of fiberglass reinforced plastic cover on adfreeze bond strength, Cold Reg Sci Technol, 131, 108, 10.1016/j.coldregions.2016.07.009 Zhao, 2014, Cyclic direct shear behaviors of frozen soil–structure interface under constant normal stiffness condition, Cold Reg Sci Technol, 102, 52, 10.1016/j.coldregions.2014.03.001 Zhao, 2017, Cyclic direct shear behaviors of an artificial frozen soil–structure interface under constant normal stress and sub-zero temperature, Cold Reg Sci Technol, 133, 70, 10.1016/j.coldregions.2016.10.011 Aldaeef, 2019, Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature, Soils Found, 59, 2110, 10.1016/j.sandf.2019.11.003 Aldaeef, 2021, Pile-soil interface characteristics in ice-poor frozen ground under varying exposure temperature, Cold Reg Sci Technol, 191, 10.1016/j.coldregions.2021.103377 Yazdani, 2019, Influence of temperature on soil–pile interface shear strength, Geomech Energy Environ, 18, 69, 10.1016/j.gete.2018.08.001 Wang, 2019, Experimental study on the mechanical properties of soil–structure interface under frozen conditions using an improved roughness algorithm, Cold Reg Sci Technol, 158, 62, 10.1016/j.coldregions.2018.10.015 Xiao, 2019, Investigation of effects of temperature cycles on soil-concrete interface behavior using direct shear tests, Soils Found, 59, 1213, 10.1016/j.sandf.2019.04.009 He, 2020, Freeze-thaw cycling impact on the shear behavior of frozen soil-concrete interface, Cold Reg Sci Technol, 173, 10.1016/j.coldregions.2020.103024 Clough, 1971, Finite element analysis of retaining wall behavior, J Soil Mech Found Div, 97, 1657, 10.1061/JSFEAQ.0001713 Boulon, 1990, Modeling of soil structure interface behavior: a comparison between elastic and rate-type laws, Comput Geotech, 9, 21, 10.1016/0266-352X(90)90027-S Yin, 1994, Numerical simulation of the deformation in the interface between soil and structural material, Chin J Geotech Eng, 16, 14 Hu, 2004, Testing and modeling of soil–structure interface, J Geotech Geoenviron, 130, 851, 10.1061/(ASCE)1090-0241(2004)130:8(851) Saberi, 2016, A critical state two-surface plasticity model for gravelly soil–structure interfaces under monotonic and cyclic loading, Comput Geotech, 80, 71, 10.1016/j.compgeo.2016.06.011 Toufigh, 2017, Experimental investigation and constitutive modeling of polymer concrete and sand interface, Int J Geomech, 17, 10.1061/(ASCE)GM.1943-5622.0000695 Sari, 2020, A constitutive framework for sedimentary reservoir rocks at HPHT conditions, Geomech Energy Environ, 22, 10.1016/j.gete.2019.100165 Lin, 2020, A heuristic model inversion for coupled thermo-hydro mechanical modelling of triaxial experiments, Comput Geotech, 117, 10.1016/j.compgeo.2019.103278 Lesueur, 2017, Modelling fluid-microstructure interaction on elasto-visco-plastic digital rocks, Geomech Energy Environ, 12, 1, 10.1016/j.gete.2017.08.001 Paesold, 2016, Conditions for the localisation of plastic deformation in temperature sensitive viscoplastic materials, J Mech Mater Struct, 11, 113, 10.2140/jomms.2016.11.113 Porcino, 2003, Interface behavior of sands from constant normal stiffness direct shear tests, Geotech Test J, 26, 49 Nakayama, 2006 Liu, 2006, Constitutive modeling of soil–structure interface through the concept of critical state soil mechanics, Mech Res Commun, 33, 515, 10.1016/j.mechrescom.2006.01.002 Hans, 2016 DeJong, 2009, Role of initial state, material properties, and confinement condition on local and global soil–structure interface behavior, J Geotech Geoenviron, 135, 1646, 10.1061/(ASCE)1090-0241(2009)135:11(1646) Xie, 2020, A damage constitutive model for shear behavior of joints based on determination of the yield point, Int J Rock Mech Min, 128 Yu, 2018, Indentation for fracture toughness estimation of high strength rail steels based on a stress triaxiality-dependent ductile damage model, Theor Appl Fract Mech, 94, 10, 10.1016/j.tafmec.2018.01.003 Lv, 2013, A study on dynamic shear strength on frozen soil–concrete interface, Sci Cold Arid Reg, 5, 408 Jan, 1997 Jesus, 2003, Extended hyperbolic model for sand-to-concrete interfaces, J Geotech Geoenviron, 129, 993, 10.1061/(ASCE)1090-0241(2003)129:11(993) Cao, 2014, New load transfer hyperbolic model for pile-soil interface and negative skin friction on single piles embedded in soft soils, Int J Geomech, 14, 92, 10.1061/(ASCE)GM.1943-5622.0000289 Li, 2000, Dilatancy for cohesionless soils, Géotechnique, 50, 449, 10.1680/geot.2000.50.4.449 Fakharian, 2004, Elasto-plastic modelling of stress-path-dependent behaviour of interfaces, Int J Numer Anal Met, 24, 183, 10.1002/(SICI)1096-9853(200002)24:2<183::AID-NAG63>3.0.CO;2-3 Lashkari, 2012, Prediction of the shaft resistance of nondisplacement piles in sand, Int J Numer Anal Met, 37, 904, 10.1002/nag.1129