A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading
Tài liệu tham khảo
Hu, 2004, Testing and modeling of soil-structure interface, J Geotech Geoenviron Eng, 130, 851, 10.1061/(ASCE)1090-0241(2004)130:8(851)
Zhang, 2006, Monotonic and cyclic tests of interface between structure and gravelly soil, Soils Found, 46, 505, 10.3208/sandf.46.505
Desai, 1985, Cyclic testing and modeling of interfaces, J Geotech Eng, 111, 793, 10.1061/(ASCE)0733-9410(1985)111:6(793)
Zeghal, 2002, Soil structure interaction analysis: modeling the interface, Can Geotech J, 39, 620, 10.1139/t02-016
Frost, 2002, Shear failure behavior of granular–continuum interfaces, Eng Fract Mech, 69, 2029, 10.1016/S0013-7944(02)00075-9
Mortara, 2007, Cyclic shear stress degradation and post-cyclic behaviour from sand–steel interface direct shear tests, Can Geotech J, 44, 739, 10.1139/t07-019
DeJong, 2009, Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior, J Geotech Geoenviron Eng, 135, 1646, 10.1061/(ASCE)1090-0241(2009)135:11(1646)
Uesugi, 1986, Influential factors of friction between steel and dry sands, Soils Found, 26, 33, 10.3208/sandf1972.26.2_33
Fakharian, 1997, Cyclic simple-shear behavior of sand-steel interfaces under constant normal stiffness condition, J Geotech Geoenviron Eng, 123, 1096, 10.1061/(ASCE)1090-0241(1997)123:12(1096)
Fakharian, 2000, Elasto-plastic modelling of stress-path-dependent behaviour of interfaces, Int J Numer Anal Methods Geomech, 24, 183, 10.1002/(SICI)1096-9853(200002)24:2<183::AID-NAG63>3.0.CO;2-3
Yoshimi, 1981, A ring torsion apparatus for evaluating friction between soil and metal surfaces, Geotech Test J, 4, 145, 10.1520/GTJ10783J
Yasufuku, 2005, Sand-steel interface friction related to soil crushability, 627
Desai, 2005, Cyclic testing and constitutive modeling of saturated sand-concrete interfaces using the disturbed state concept, Int J Geomech, 5, 286, 10.1061/(ASCE)1532-3641(2005)5:4(286)
Brumund, 1973, Experimental study of static and dynamic friction between sand and typical construction materials, J Test Eval, 1, 162, 10.1520/JTE10893J
Koval, 2011, Interface roughness effect on slow cyclic annular shear of granular materials, Granul Matter, 13, 525, 10.1007/s10035-011-0267-2
Goodman, 1968, A model for the mechanics of jointed rock, J Soil Mech Found Div, 94, 637, 10.1061/JSFEAQ.0001133
Zienkiewicz, 1970, Analysis of nonlinear problems in rock mechanics with particular reference to jointed rock systems, 501
Desai, 1984, Thin-layer element for interfaces and joints, Int J Numer Anal Methods Geomech, 8, 19, 10.1002/nag.1610080103
Clough, 1971, Finite element analyses of retaining wall behavior, J Soil Mech Found Div, 97, 1657, 10.1061/JSFEAQ.0001713
Desai, 1988, Modeling for cyclic normal and shear behavior of interfaces, J Eng Mech, 114, 1198, 10.1061/(ASCE)0733-9399(1988)114:7(1198)
Ghaboussi, 1973, Finite element for rock joints and interfaces, J Soil Mech Found Div, 99, 849, 10.1061/JSFEAQ.0001950
Zaman, 1984, Interface model for dynamic soil-structure interaction, J Geotech Eng, 110, 1257, 10.1061/(ASCE)0733-9410(1984)110:9(1257)
Navayogarajah, 1992, Hierarchical single-surface model for static and cyclic behavior of interfaces, J Eng Mech, 118, 990, 10.1061/(ASCE)0733-9399(1992)118:5(990)
Desai, 1992, Modelling of joints and interfaces using the disturbed-state concept, Int J Numer Anal Methods Geomech, 16, 623, 10.1002/nag.1610160903
Shahrour, 1997, An elastoplastic constitutive relation for the soil-structure interface under cyclic loading, Comput Geotech, 21, 21, 10.1016/S0266-352X(97)00001-3
Fakharian, 2000, Elasto-plastic modelling of stress-path-dependent behaviour of interfaces, Int J Numer Anal Methods Geomech, 24, 183, 10.1002/(SICI)1096-9853(200002)24:2<183::AID-NAG63>3.0.CO;2-3
Mortara, 2002, A 2-D constitutive model for cyclic interface behaviour, Int J Numer Anal Methods Geomech, 26, 1071, 10.1002/nag.236
Ghionna, 2002, An elastoplastic model for sand—structure interface behaviour, Géotechnique, 52, 41, 10.1680/geot.2002.52.1.41
Boulon, 2003, A strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading, Math Comput Model, 37, 623, 10.1016/S0895-7177(03)00056-6
Arnold, 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
Liu, 2008, Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics, Int J Numer Anal Methods Geomech, 32, 1495, 10.1002/nag.682
Zhang, 2008, Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil, Soils Found, 48, 231, 10.3208/sandf.48.231
Zhou, 2009, Elasto-plastic constitutive model of soil-structure interface in consideration of strain softening and dilation, Acta Mech Solida Sin, 22, 171, 10.1016/S0894-9166(09)60102-6
Lashkari, 2010, Modeling of sand–structure interfaces under rotational shear, Mech Res Commun, 37, 32, 10.1016/j.mechrescom.2009.09.005
Mortara, 2010, Simple model for the cyclic behavior of smooth sand-steel interfaces, J Geotech Geoenviron Eng, 136, 1004, 10.1061/(ASCE)GT.1943-5606.0000315
D’Aguiar, 2011, Elastoplastic constitutive modelling of soil-structure interfaces under monotonic and cyclic loading, Comput Geotech, 38, 430, 10.1016/j.compgeo.2011.02.006
Lashkari, 2012, A plasticity model for sand-structure interfaces, J Cent South Univ, 19, 1098, 10.1007/s11771-012-1115-1
Lashkari, 2012, A critical state model for saturated and unsaturated interfaces, Sci Iran, 19, 1147, 10.1016/j.scient.2012.06.025
Lashkari, 2013, Prediction of the shaft resistance of nondisplacement piles in sand, Int J Numer Anal Methods Geomech, 37, 904, 10.1002/nag.1129
Duriez, 2015, Constitutive modelling of cohesionless soils and interfaces with various internal states: an elasto-plastic approach, Comput Geotech, 63, 33, 10.1016/j.compgeo.2014.08.001
Lashkari, 2016, A constitutive model for unsaturated soil-structure interfaces, Int J Numer Anal Methods Geomech, 40, 207, 10.1002/nag.2392
Stutz, 2016, Enhancement of a hypoplastic model for granular soil–structure interface behaviour, Acta Geotech, 10.1007/s11440-016-0440-1
Liu, 2014, A three-dimensional state-dependent model of soil-structure interface for monotonic and cyclic loadings, Comput Geotech, 61, 166, 10.1016/j.compgeo.2014.05.012
Dafalias, 1975, A model of nonlinearly hardening materials for complex loading, Acta Mech, 21, 173, 10.1007/BF01181053
Krieg, 1975, A practical two surface plasticity theory, J Appl Mech, 42, 641, 10.1115/1.3423656
Dafalias, 1986, Bounding surface plasticity. I: mathematical foundation and hypoplasticity, J Eng Mech, 112, 966, 10.1061/(ASCE)0733-9399(1986)112:9(966)
Lashkari, 2016, On the constitutive modeling of partially saturated interfaces, Comput Geotech, 74, 222, 10.1016/j.compgeo.2016.01.007
Zhang, 2006, Large-scale apparatus for monotonic and cyclic soil-structure interface test, Geotech Test J, 29, 8
Zhang, 2006, Image analysis measurement of soil particle movement during a soil–structure interface test, Comput Geotech, 33, 248, 10.1016/j.compgeo.2006.05.003
Zhang, 2009, Constitutive rules of cyclic behavior of interface between structure and gravelly soil, Mech Mater, 41, 48, 10.1016/j.mechmat.2008.08.003
Zhang, 2011, Dilatancy of the interface between a structure and gravelly soil, Géotechnique, 61, 75, 10.1680/geot.9.P.051
Manzari, 1997, A critical state two-surface plasticity model for sands, Géotechnique, 47, 255, 10.1680/geot.1997.47.2.255
Dafalias, 2004, Simple plasticity sand model accounting for fabric change effects, J Eng Mech, 130, 622, 10.1061/(ASCE)0733-9399(2004)130:6(622)
Uesugi, 1988, Behavior of sand particles in sand-steel friction, Soils Found, 28, 107, 10.3208/sandf1972.28.107
Frost, 2004, Interface behavior of granular soils, 65
Gennaro, 2002, Elasto-plastic analysis of the interface behaviour between granular media and structure, Comput Geotech, 29, 547, 10.1016/S0266-352X(02)00010-1
Chen, 1985, vol. 1
Chen, 1994, vol. 1
Chen, 1994, vol. II
Papadimitriou, 2001, Plasticity model for sand under small and large cyclic strains, J Geotech Geoenviron Eng, 127, 973, 10.1061/(ASCE)1090-0241(2001)127:11(973)
Papadimitriou, 2002, Plasticity model for sand under small and large cyclic strains: a multiaxial formulation, Soil Dynam Earthq Eng, 22, 191, 10.1016/S0267-7261(02)00009-X
Taiebat, 2008, SANISAND: simple anisotropic sand plasticity model, Int J Numer Anal Methods Geomech, 32, 915, 10.1002/nag.651
Fakharian, 1996
Been, 1985, A state parameter for sands, Géotechnique, 35, 99, 10.1680/geot.1985.35.2.99
Kishida, 1987, Tests of the interface between sand and steel in the simple shear apparatus, Géotechnique, 37, 45, 10.1680/geot.1987.37.1.45
Uesugi, 1989, Friction between sand and steel under repeated loading, Soils Found, 29, 127, 10.3208/sandf1972.29.3_127
Uesugi, 1990, Friction between dry sand and concrete under monotonic and repeated loading, Soils Found, 30, 115, 10.3208/sandf1972.30.115
Lade P, 1997
Bakmar, 2008
Davis, 2002
Budhu, 2015
DeJong, 2003, Interface load transfer degradation during cyclic loading: a microscale investigation, Soils Found, 43, 81, 10.3208/sandf.43.4_81
Hu, 2011, A constitutive model for granular materials considering grain breakage, Sci Chin Technol Sci, 54, 2188, 10.1007/s11431-011-4491-0
Pradel, 1990, Yielding and flow of sand under principal stress axes rotation, Soils Found, 30, 87, 10.3208/sandf1972.30.87
Lade, 1990, Instability and plastic flow of soils. I: experimental observations, J Eng Mech, 116, 2532, 10.1061/(ASCE)0733-9399(1990)116:11(2532)
Wernick, 1978, Skin friction of cylindrical anchors in non-cohesive soils, 201
Evgin, 1996, Effect of stress paths on the behaviour of sand-steel interfaces, Can Geotech J, 33, 853, 10.1139/t96-116-336
Johnston, 1987, Constant normal stiffness direct shear testing for socketed pile design in weak rock, Géotechnique, 37, 83, 10.1680/geot.1987.37.1.83
Tabucanon, 1995, Pile skin friction in sands from constant normal stiffness tests, Geotech Test J, 18, 350, 10.1520/GTJ11004J
Ooi, 1987, A constant normal stiffness direct shear device for static and cyclic loading, Geotech Test J, 10, 3, 10.1520/GTJ10132J
Poulos, 1989, Cyclic axial loading analysis of piles in sand, J Geotech Eng, 115, 836, 10.1061/(ASCE)0733-9410(1989)115:6(836)