Developing a 3D elastoplastic constitutive model for soils: A new approach based on characteristic stress
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Roscoe, 1963, Yielding of clays in states wetter than critical, Géotechnique, 13, 211, 10.1680/geot.1963.13.3.211
Nakai, 2004, A simple elastoplastic model for normally and over consolidated soils with unified material parameters, Soils Found, 44, 53, 10.3208/sandf.44.2_53
Alonso, 1990, A constitutive model for partially saturated soils, Géotechnique, 40, 405, 10.1680/geot.1990.40.3.405
Yu, 1998, CASM: a unified state parameter model for clay and sand, Int J Numer Anal Methods Geomech, 22, 621, 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8
Pestana, 1999, Formulation of a unified constitutive model for clays and sands, Int J Numer Anal Methods Geomech, 23, 1215, 10.1002/(SICI)1096-9853(199910)23:12<1215::AID-NAG29>3.0.CO;2-F
Yu, 2007, A unified plasticity model for cyclic behaviour of clay and sand, Mech Res Commun, 34, 97, 10.1016/j.mechrescom.2006.06.010
Yu HS, Tan SM, Schnaid F. A critical state framework for modelling bonded geomaterials 2, 61–74, http://dx.doi.org/10.1080/17486020601164275.
Yao, 2008, A unified constitutive model for both clay and sand with hardening parameter independent on stress path, Comput Geotech, 35, 210, 10.1016/j.compgeo.2007.04.003
Yamamuro, 2011, Effect of strain rate on the stress-strain behavior of Sand, J Geotech Geoenviron Eng, 137, 1169, 10.1061/(ASCE)GT.1943-5606.0000542
Zhang, 2012, Modified state-surface approach to the study of unsaturated soil behavior. Part III: modeling of coupled hydromechanical effect, Can Geotech J, 49, 98, 10.1139/t11-089
Chiaro, 2013, A density- and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading, Geotech Eng, 44, 18
Liu, 2013, Unified sand modeling using associated or non-associated flow rule, Mech Res Commun, 50, 63, 10.1016/j.mechrescom.2013.04.003
Schnellmann, 2013, Unsaturated shear strength of a silty sand, Eng Geol, 162, 88, 10.1016/j.enggeo.2013.05.011
Gao, 2014, A critical state sand plasticity model accounting for fabric evolution, Int J Numer Anal Methods Geomech, 38, 370, 10.1002/nag.2211
Nguyen, 2014, A constitutive model for cemented clays capturing cementation degradation, Int J Plast, 56, 1, 10.1016/j.ijplas.2014.01.007
Jin, 2015, Unified modeling of the monotonic and cyclic behaviors of sand and clay, Acta Mech Solida Sin, 28, 111, 10.1016/S0894-9166(15)30001-X
Desai, 2001
Wroth CP, Houlsby GT. Soil mechanics-property characterization and analysis procedures. In: Proceedings of the 11th international conference on soil mechanics and foundation engineering, San Francisco; 1985, p. 1–55.
Alawaji, 1992, Implicit integration in soil plasticity under mixed control for drained and undrained response, Int J Numer Anal Methods Geomech, 16, 737, 10.1002/nag.1610161004
Rowe, 1962, The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proc Math Phys Eng Sci, 269, 500, 10.1098/rspa.1962.0193
Chang, 2010, Modeling stress-dilatancy for sand under compression and extension loading conditions, J Eng Mech, 136, 777, 10.1061/(ASCE)EM.1943-7889.0000116
Zienkiewicz, 1977, Some useful forms of isotropic yield surface for soil and rock mechanics, 179
Perić, 2002, On the analytical solutions for the three-invariant Cam-clay model, Int J Plast, 18, 1061, 10.1016/S0749-6419(01)00028-6
Georgiadis, 2005, Three-dimensional constitutive model for partially and fully saturated soils, Int J Geomech, 5, 244, 10.1061/(ASCE)1532-3641(2005)5:3(244)
Grammatikopoulou, 2006, General formulation of two kinematic hardening constitutive models with a smooth elastoplastic transition, Int J Geomech, 6, 291, 10.1061/(ASCE)1532-3641(2006)6:5(291)
Grammatikopoulou, 2007, The effect of the yield and plastic potential deviatoric surfaces on the failure height of an embankment, Géotechnique, 57, 795, 10.1680/geot.2007.57.10.795
Zouain, 2007, Plastic collapse in non-associated hardening materials with application to Cam-clay, Int J Solids Struct, 44, 4382, 10.1016/j.ijsolstr.2006.11.026
Han, 2008, A modified Drucker-Prager cap model for die compaction simulation of pharmaceutical powders, Int J Solids Struct, 45, 3088, 10.1016/j.ijsolstr.2008.01.024
Khalili, 2008, On generalization of constitutive models from two dimensions to three dimensions, Int J Numer Anal Methods Geomech, 32, 2045, 10.1002/nag.740
Lloret-Cabot, 2013, Formulation of a three-dimensional constitutive model for unsaturated soils incorporating mechanical-water retention couplings, Int J Numer Anal Methods Geomech, 37, 3008, 10.1002/nag.2176
Yao, 2014, Transformed stress method for generalizing soil constitutive models, J Eng Mech, 140, 614, 10.1061/(ASCE)EM.1943-7889.0000685
Nakai, 1984, A new mechanical quantity for soils and its application to elastoplastic constitutive models, Soils Found, 24, 82, 10.3208/sandf1972.24.2_82
Chowdhury, 1998, Consequences of the tij-concept and a new modeling approach, Comput Geotech, 23, 131, 10.1016/S0266-352X(98)00017-2
Lu DC. A constitutive model for soils considering complex stress paths based on the generalized nonlinear strength theory [Ph.D. thesis]. Beijing: Beihang University; 2006 [in Chinese].
Matsuoka, 1999, The Cam-clay models revised by the SMP criterion, Soils Found, 39, 81, 10.3208/sandf.39.81
Lade, 1997, Modelling the strengths of engineering materials in three dimensions, Mech Cohes-Frict Mater, 2, 339, 10.1002/(SICI)1099-1484(199710)2:4<339::AID-CFM36>3.0.CO;2-R
Yao, 2004, Generalized non-linear strength theory and transformed stress space, Sci China (Ser E), 47, 691, 10.1360/04ye0199
Collins, 2003, A systematic procedure for constructing critical state models in three dimensions, Int J Solids Struct, 40, 4379, 10.1016/S0020-7683(03)00226-9
Sun, 2003, Three-dimensional elasto-plastic model for unsaturated compacted soils with different initial densities, Int J Numer Anal Methods Geomech, 27, 1079, 10.1002/nag.313
Huang, 2008, Incorporating a predefined limit condition in a hypoplastic model by means of stress transformation, Mech Mater, 40, 796, 10.1016/j.mechmat.2008.04.002
Du, 2010, Nonlinear unified strength criterion for concrete under three-dimensional stress states, J Eng Mech, 136, 51, 10.1061/(ASCE)EM.1943-7889.0000055
Ye, 2012, Numerical modeling of changes in anisotropy during liquefaction using a generalized constitutive model, Comput Geotech, 42, 62, 10.1016/j.compgeo.2011.12.009
Lu, 2017, Development of a new nonlinear unified strength theory for geomaterials based on the concept of characteristic stresses, Int J Geomech, 17, 4, 10.1061/(ASCE)GM.1943-5622.0000729
Lu, 2016, A three-dimensional elastoplastic constitutive model for concrete, Comput Struct, 163, 41, 10.1016/j.compstruc.2015.10.003
Chakraborty, 2010, Dilatancy and shear strength of sand at low confining pressures, J Geotech Geoenviron Eng, 136, 527, 10.1061/(ASCE)GT.1943-5606.0000237
Sheng, 2008, A new modelling approach for unsaturated soils using independent stress variables, Can Geotech J, 45, 511, 10.1139/T07-112