SANISAND-F: Sand constitutive model with evolving fabric anisotropy
In order to incorporate the very important role of evolving fabric anisotropy on the mechanical response of sand, a constitutive model is developed within the frameworks of Bounding Surface plasticity and Anisotropic Critical State Theory in multiaxial stress space. The main new constitutive ingredi...
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| Published in | International journal of solids and structures Vol. 188-189; pp. 12 - 31 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.04.2020
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0020-7683 1879-2146 |
| DOI | 10.1016/j.ijsolstr.2019.09.005 |
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| Abstract | In order to incorporate the very important role of evolving fabric anisotropy on the mechanical response of sand, a constitutive model is developed within the frameworks of Bounding Surface plasticity and Anisotropic Critical State Theory in multiaxial stress space. The main new constitutive ingredient is a fabric anisotropy variable A, a scalar measure of the relative orientation between an evolving fabric tensor F and the deviatoric plastic strain rate direction. The variable A affects scalar ingredients of the model quantifying the plastic strain rate, i.e. the plastic modulus and the dilatancy. A comprehensive calibration procedure is fully described and an extensive validation is performed against a very large dataset from 55 monotonic element tests on Toyoura sand provided by various laboratories, loaded under drained and undrained conditions. The introduction of A into the model is the main reason why successful simulation of data is achieved for loading at various orientations of the stress tensor under otherwise same initial conditions of void ratio and confining pressure, and this even if the data often exhibit huge difference of response because of the difference in loading orientation. |
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| AbstractList | In order to incorporate the very important role of evolving fabric anisotropy on the mechanical response of sand, a constitutive model is developed within the frameworks of Bounding Surface plasticity and Anisotropic Critical State Theory in multiaxial stress space. The main new constitutive ingredient is a fabric anisotropy variable A, a scalar measure of the relative orientation between an evolving fabric tensor F and the deviatoric plastic strain rate direction. The variable A affects scalar ingredients of the model quantifying the plastic strain rate, i.e. the plastic modulus and the dilatancy. A comprehensive calibration procedure is fully described and an extensive validation is performed against a very large dataset from 55 monotonic element tests on Toyoura sand provided by various laboratories, loaded under drained and undrained conditions. The introduction of A into the model is the main reason why successful simulation of data is achieved for loading at various orientations of the stress tensor under otherwise same initial conditions of void ratio and confining pressure, and this even if the data often exhibit huge difference of response because of the difference in loading orientation. |
| Author | Dafalias, Yannis F. Papadimitriou, Achilleas G. Petalas, Alexandros L. |
| Author_xml | – sequence: 1 givenname: Alexandros L. orcidid: 0000-0002-1170-1529 surname: Petalas fullname: Petalas, Alexandros L. email: petalas@chalmers.se organization: Department of Architecture and Civil Engineering, Chalmers University of Technology, Sweden – sequence: 2 givenname: Yannis F. surname: Dafalias fullname: Dafalias, Yannis F. email: jfdafalias@ucdavis.edu organization: Department of Civil and Enviromental Engineering, University of California, Davis, United States – sequence: 3 givenname: Achilleas G. orcidid: 0000-0003-2585-2261 surname: Papadimitriou fullname: Papadimitriou, Achilleas G. email: apapad@civil.ntua.gr organization: School of Civil Engineering, Department of Geotechnical Engineering, National Technical University of Athens, Zografou 15780, Hellas |
| BackLink | https://research.chalmers.se/publication/512957$$DView record from Swedish Publication Index |
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| Cites_doi | 10.1016/j.ijsolstr.2007.04.017 10.1016/j.compgeo.2008.02.009 10.1002/nag.2211 10.1061/(ASCE)EM.1943-7889.0000324 10.1016/j.ijsolstr.2016.11.019 10.1680/geot.1979.29.1.1 10.1002/nag.1610150102 10.1061/(ASCE)EM.1943-7889.0000907 10.1680/geot.1997.47.2.255 10.1680/geolett.13.00036 10.1680/jgeot.15.P.271 10.1007/s10035-008-0083-5 10.1061/(ASCE)EM.1943-7889.0000105 10.1061/(ASCE)1090-0241(2002)128:10(868) 10.1061/(ASCE)EM.1943-7889.0001166 10.3208/sandf.43.4_59 10.3208/sandf.40.2_49 10.1016/j.ijsolstr.2004.09.021 10.1016/j.mechmat.2011.07.006 10.3208/sandf.36.2_81 10.1680/geot.2002.52.3.173 10.3208/sandf.49.231 10.1680/geot.1985.35.2.99 10.1680/geot.1958.8.1.22 10.3208/sandf1972.22.61 10.1002/nag.988 10.1115/1.3423656 10.3208/sandf.38.3_179 10.1016/j.jmps.2015.02.003 10.1061/(ASCE)1090-0241(1998)124:12(1215) 10.3208/sandf1972.26.4_79 10.1061/(ASCE)0733-9399(2009)135:7(641) 10.1002/nag.2943 10.1061/(ASCE)0733-9399(2004)130:6(635) 10.1061/(ASCE)EM.1943-7889.0001499 10.1061/(ASCE)0733-9399(2004)130:6(622) 10.1061/(ASCE)EM.1943-7889.0000962 10.3208/sandf1972.26.36 10.1115/1.3423948 10.1016/0029-5493(74)90088-0 10.1061/(ASCE)0733-9399(2004)130:11(1319) 10.1139/t96-007 10.1002/nag.2855 10.1002/nag.651 10.3208/sandf.38.2_115 10.1007/BF01181053 |
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| Keywords | Sands Bounding surface Constitutive model Anisotropic critical state theory Fabric |
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| References | Dafalias, Papadimitriou, Li (bib0008) 2004; 130 Wan, Nicot, Darve (bib0049) 2010; 136 Theocharis, Vairaktaris, Dafalias, Papadimitriou (bib0045) 2017; 143 Wan, Guo (bib0050) 2004; 130 Gao, Zhao (bib0015) 2015; 141 Li, Dafalias (bib0024) 2012; 138 Li, Dafalias (bib0025) 2015; 78 Nicot, Darve (bib0035) 2011; 43 Taiebat, Dafalias (bib0043) 2008 Papadimitriou, Chaloulos, Dafalias (bib0036) 2018 Yang, Xu, Chen (bib0052) 2018; 144 Petalas, Dafalias, Papadimitriou (bib0038) 2019; 43 Loukidis, Salgado (bib0027) 2009; 36 Bardet, Choucair (bib0003) 1991; 15 Verdugo, Ishihara (bib0048) 1996; 36 Mroz, Norris, Zienkiewicz (bib0031) 1979; 29 Yang, Wu (bib0051) 2016; 17 Nicot, Darve (bib0034) 2007; 44 Zhao, Gao (bib0054) 2015; 142 Dafalias, Popov (bib0010) 1976; 43 Sun, Huang, Yao (bib0042) 2008; 10 Gao, Zhao (bib0017) 2017; 106-07 Andò, Viggiani, Hall, Desrues (bib0001) 2013; 3 Krieg (bib0020) 1975; 42 Nakata, Hyodo, Hidekazu, Noriyuki (bib0033) 1998; 38 Li, Wang (bib0026) 1998; 124 Argyris, Faust, Szimmat, Warnke, Willam (bib0002) 1974; 28 Dafalias, Manzari (bib0007) 2004; 130 Roscoe, Schofield, Wroth (bib0040) 1958; 8 Dafalias, Popov (bib0009) 1975; 21 Chang, Hicher (bib0005) 2005; 42 Papadimitriou, Dafalias, Li (bib0037) 2014 Li (bib0022) 2002; 52 Theocharis, Vairaktaris, Dafalias, Papadimitriou (bib0046) 2019 Been, Jefferies (bib0004) 1985; 35 Dafalias, Taiebat (bib0011) 2016; 66 Fu, Dafalias (bib0013) 2011; 35 Gao, Zhao (bib0014) 2015; 141 Miura, Miura, Toki (bib0029) 1986; 26 Yoshimine, Ishihara, Vargas (bib0053) 1998; 38 Gao, Zhao, Li, Dafalias (bib0018) 2014; 38 Li, Dafalias (bib0023) 2002; 128 Li, Li (bib0021) 2009; 135 Tatsuoka, Sonoda, Hara, Fukushima, Pradhan (bib0044) 1986; 26 Manzari, Dafalias (bib0028) 1997; 47 Miura, Toki (bib0030) 1982; 22 Gutierrez, Ishihara (bib0019) 2000; 40 Schofield, Wroth (bib0041) 1968 Vaid, Sivathayalan (bib0047) 1996; 33 Chaudhary, Kuwano (bib0006) 2003; 43 Duttine, Tatsuoka, Lee, Kongkitkul (bib0012) 2009; 49 Gao, Zhao (bib0016) 2017; 106-107 Mroz, Zienkiewicz (bib0032) 1984 Richart, Hall, D. (bib0039) 1970 Andò (10.1016/j.ijsolstr.2019.09.005_bib0001) 2013; 3 Dafalias (10.1016/j.ijsolstr.2019.09.005_bib0011) 2016; 66 Theocharis (10.1016/j.ijsolstr.2019.09.005_bib0046) 2019 Yoshimine (10.1016/j.ijsolstr.2019.09.005_bib0053) 1998; 38 Gao (10.1016/j.ijsolstr.2019.09.005_bib0017) 2017; 106-07 Bardet (10.1016/j.ijsolstr.2019.09.005_bib0003) 1991; 15 Dafalias (10.1016/j.ijsolstr.2019.09.005_bib0009) 1975; 21 Petalas (10.1016/j.ijsolstr.2019.09.005_bib0038) 2019; 43 Gao (10.1016/j.ijsolstr.2019.09.005_bib0014) 2015; 141 Fu (10.1016/j.ijsolstr.2019.09.005_bib0013) 2011; 35 Yang (10.1016/j.ijsolstr.2019.09.005_bib0051) 2016; 17 Dafalias (10.1016/j.ijsolstr.2019.09.005_bib0010) 1976; 43 Gao (10.1016/j.ijsolstr.2019.09.005_bib0015) 2015; 141 Krieg (10.1016/j.ijsolstr.2019.09.005_bib0020) 1975; 42 Mroz (10.1016/j.ijsolstr.2019.09.005_bib0032) 1984 Schofield (10.1016/j.ijsolstr.2019.09.005_bib0041) 1968 Papadimitriou (10.1016/j.ijsolstr.2019.09.005_bib0037) 2014 Chaudhary (10.1016/j.ijsolstr.2019.09.005_bib0006) 2003; 43 Li (10.1016/j.ijsolstr.2019.09.005_bib0025) 2015; 78 Wan (10.1016/j.ijsolstr.2019.09.005_bib0049) 2010; 136 Yang (10.1016/j.ijsolstr.2019.09.005_bib0052) 2018; 144 Li (10.1016/j.ijsolstr.2019.09.005_bib0023) 2002; 128 Miura (10.1016/j.ijsolstr.2019.09.005_bib0030) 1982; 22 Li (10.1016/j.ijsolstr.2019.09.005_bib0026) 1998; 124 Tatsuoka (10.1016/j.ijsolstr.2019.09.005_bib0044) 1986; 26 Miura (10.1016/j.ijsolstr.2019.09.005_bib0029) 1986; 26 Zhao (10.1016/j.ijsolstr.2019.09.005_bib0054) 2015; 142 Mroz (10.1016/j.ijsolstr.2019.09.005_bib0031) 1979; 29 Wan (10.1016/j.ijsolstr.2019.09.005_bib0050) 2004; 130 Taiebat (10.1016/j.ijsolstr.2019.09.005_bib0043) 2008 Nakata (10.1016/j.ijsolstr.2019.09.005_bib0033) 1998; 38 Nicot (10.1016/j.ijsolstr.2019.09.005_bib0034) 2007; 44 Papadimitriou (10.1016/j.ijsolstr.2019.09.005_bib0036) 2018 Sun (10.1016/j.ijsolstr.2019.09.005_bib0042) 2008; 10 Dafalias (10.1016/j.ijsolstr.2019.09.005_bib0007) 2004; 130 Richart (10.1016/j.ijsolstr.2019.09.005_bib0039) 1970 Li (10.1016/j.ijsolstr.2019.09.005_bib0021) 2009; 135 Chang (10.1016/j.ijsolstr.2019.09.005_bib0005) 2005; 42 Verdugo (10.1016/j.ijsolstr.2019.09.005_bib0048) 1996; 36 Loukidis (10.1016/j.ijsolstr.2019.09.005_bib0027) 2009; 36 Li (10.1016/j.ijsolstr.2019.09.005_bib0024) 2012; 138 Been (10.1016/j.ijsolstr.2019.09.005_bib0004) 1985; 35 Roscoe (10.1016/j.ijsolstr.2019.09.005_bib0040) 1958; 8 Nicot (10.1016/j.ijsolstr.2019.09.005_bib0035) 2011; 43 Duttine (10.1016/j.ijsolstr.2019.09.005_bib0012) 2009; 49 Gao (10.1016/j.ijsolstr.2019.09.005_bib0018) 2014; 38 Gao (10.1016/j.ijsolstr.2019.09.005_bib0016) 2017; 106-107 Li (10.1016/j.ijsolstr.2019.09.005_bib0022) 2002; 52 Manzari (10.1016/j.ijsolstr.2019.09.005_bib0028) 1997; 47 Gutierrez (10.1016/j.ijsolstr.2019.09.005_bib0019) 2000; 40 Argyris (10.1016/j.ijsolstr.2019.09.005_bib0002) 1974; 28 Dafalias (10.1016/j.ijsolstr.2019.09.005_bib0008) 2004; 130 Theocharis (10.1016/j.ijsolstr.2019.09.005_bib0045) 2017; 143 Vaid (10.1016/j.ijsolstr.2019.09.005_bib0047) 1996; 33 |
| References_xml | – volume: 17 start-page: 1 year: 2016 end-page: 15 ident: bib0051 article-title: Critical state for anisotropic granular materials: a discrete element perspective publication-title: Int. J. Geomech. – volume: 106-07 start-page: 200 year: 2017 end-page: 212 ident: bib0017 article-title: A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution publication-title: Int. J. Solids Struct. – volume: 143 start-page: 04016117 year: 2017 ident: bib0045 article-title: Proof of incompleteness of critical state theory in granular mechanics and its remedy publication-title: J. Eng. Mech. – volume: 135 start-page: 641 year: 2009 end-page: 656 ident: bib0021 article-title: Micro-macro quantification of the internal structure of granular materials publication-title: J. Eng. Mech. – volume: 36 start-page: 81 year: 1996 end-page: 91 ident: bib0048 article-title: The steady state of sandy soils publication-title: Soils Found. – volume: 35 start-page: 1918 year: 2011 end-page: 1948 ident: bib0013 article-title: Fabric evolution within shear bands of granular materials and its relation to critical state theory publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 40 start-page: 49 year: 2000 end-page: 59 ident: bib0019 article-title: Non-coaxiality and energy dissipation in granular materials publication-title: Soils Found. – year: 1968 ident: bib0041 publication-title: Critical state soil mechanics – volume: 43 start-page: 59 year: 2003 end-page: 69 ident: bib0006 article-title: Anisotropic multiple yielding of dense Toyoura sand in publication-title: Soils Found. – volume: 128 start-page: 868 year: 2002 end-page: 880 ident: bib0023 article-title: Constitutive modeling of inherently anisotropic sand behavior publication-title: J. Geotech. Geoenviron. Eng. – volume: 43 start-page: 918 year: 2011 end-page: 929 ident: bib0035 article-title: The H-microdirectional model: accounting for a mesoscopic scale publication-title: Mech. Mater. – volume: 43 start-page: 641 year: 1976 end-page: 646 ident: bib0010 article-title: Plastic internal variables formalism of cyclic plasticity publication-title: J. Appl. Mech. – volume: 28 start-page: 42 year: 1974 end-page: 75 ident: bib0002 article-title: Recent developments in the finite element analysis of prestressed concrete reactor vessels publication-title: Nucl. Eng. Design – volume: 26 start-page: 36 year: 1986 end-page: 52 ident: bib0029 article-title: Deformation behavior of anisotropic dense sand under principal stress axes rotation publication-title: Soils Found. – volume: 21 start-page: 173 year: 1975 end-page: 192 ident: bib0009 article-title: A model of nonlinearly hardening materials for complex loading publication-title: Acta Mech. – volume: 35 start-page: 99 year: 1985 end-page: 112 ident: bib0004 article-title: A state parameter for sands publication-title: Géotechnique – volume: 38 start-page: 179 year: 1998 end-page: 188 ident: bib0053 article-title: Effect of principal stress direction and intermidiate principal stress on undrained shear behavior of sand publication-title: Soils Found. – volume: 144 start-page: 04018073 year: 2018 ident: bib0052 article-title: Unified modeling of the influence of consolidation conditions on monotonic soil response considering fabric evolution publication-title: J. Eng. Mech. – volume: 38 start-page: 370 year: 2014 end-page: 390 ident: bib0018 article-title: A critical state sand plasticity model accounting for fabric evolution publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 15 start-page: 1 year: 1991 end-page: 19 ident: bib0003 article-title: A linearized integration technique for incremental constitutive equations publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 33 start-page: 281 year: 1996 end-page: 289 ident: bib0047 article-title: Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests publication-title: Can. Geotech. J. – volume: 49 start-page: 231 year: 2009 end-page: 247 ident: bib0012 article-title: Viscous property of Toyoura sand over a wide range of shear deformation rate and its model simulation publication-title: Soils Found. – start-page: 915 year: 2008 end-page: 948 ident: bib0043 article-title: SANISAND: simple anisotropic sand plasticity model publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 138 start-page: 263 year: 2012 end-page: 275 ident: bib0024 article-title: Anisotropic critical state theory: role of fabric publication-title: J. Eng. Mech. – volume: 141 start-page: 04015017 year: 2015 ident: bib0014 article-title: Constitutive modeling of anisotropic sand behavior in monotonic and cyclic loading publication-title: J. Eng. Mech. – year: 2018 ident: bib0036 article-title: A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory publication-title: Acta Geotech. – volume: 10 start-page: 187 year: 2008 end-page: 195 ident: bib0042 article-title: An experimental study of failure and softening in sand under three-dimensional stress condition publication-title: Granul. Matter – volume: 22 start-page: 61 year: 1982 end-page: 77 ident: bib0030 article-title: A sample preperation method and its effect on static and cyclic deformation-strength properties of sand publication-title: Soils Found. – volume: 52 start-page: 173 year: 2002 end-page: 186 ident: bib0022 article-title: A sand model with state-dependent dilatancy publication-title: Géotechnique – volume: 36 start-page: 166 year: 2009 end-page: 186 ident: bib0027 article-title: Modeling sand response using two-surface plasticity publication-title: Comput. Geotech. – start-page: 2041 year: 2019 end-page: 2055 ident: bib0046 article-title: Necessary and sufficient conditions for reaching and maintaining critical state publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 66 start-page: 999 year: 2016 end-page: 1013 ident: bib0011 article-title: SANISAND-Z: zero elastic range sand plasticity model publication-title: Géotechnique – volume: 47 start-page: 255 year: 1997 end-page: 272 ident: bib0028 article-title: A critical state two-surface plasticity model for sands publication-title: Géotechnique – volume: 44 start-page: 7420 year: 2007 end-page: 7443 ident: bib0034 article-title: Micro-mechanical bases of some salient constitutive features of granular materials publication-title: Int. J. Solids Struct. – volume: 106-107 start-page: 200 year: 2017 end-page: 212 ident: bib0016 article-title: A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution publication-title: Int. J. Solids Struct. – volume: 38 start-page: 115 year: 1998 end-page: 128 ident: bib0033 article-title: Flow deformation of sands subjected to principal stress rotation publication-title: Soils Found. – volume: 42 start-page: 641 year: 1975 ident: bib0020 article-title: A practical two surface plasticity theory publication-title: J. Appl. Mech. – volume: 78 start-page: 141 year: 2015 end-page: 153 ident: bib0025 article-title: Dissipation consistent fabric tensor definition from DEM to continuum for granular media publication-title: J. Mech. Phys. Solids – volume: 42 start-page: 4258 year: 2005 end-page: 4277 ident: bib0005 article-title: An elasto-plastic model for granular materials with microstructural consideration publication-title: Int. J. Solids Struct. – year: 1970 ident: bib0039 publication-title: Vibration of Soils and Foundations – volume: 130 start-page: 1319 year: 2004 end-page: 1333 ident: bib0008 article-title: Sand plasticity model accounting for inherent fabric anisotropy publication-title: J. Eng. Mech. – volume: 124 start-page: 1215 year: 1998 end-page: 1217 ident: bib0026 article-title: Linear representation of steady-state line for sand publication-title: J. Geotech. Geoenviron. Eng. – volume: 3 start-page: 142 year: 2013 end-page: 146 ident: bib0001 article-title: Experimental micro-mechanics of granular media studied by X-ray tomography: recent results and challenges publication-title: Géotech. Lett. – volume: 43 start-page: 97 year: 2019 end-page: 123 ident: bib0038 article-title: SANISAND-FN: an evolving fabric-based sand model accounting for stress principal axes rotation publication-title: Int. J. Numer. Anal. Methods Geomech. – volume: 141 start-page: 04015017 year: 2015 ident: bib0015 article-title: Constitutive modeling of anisotropic sand behavior in monotonic and cyclic loading publication-title: J. Eng. Mech. – volume: 29 start-page: 1 year: 1979 end-page: 34 ident: bib0031 article-title: Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils publication-title: Géotechnique – start-page: 415 year: 1984 end-page: 449 ident: bib0032 article-title: Uniform formulation of constitutive equations for clays and sands publication-title: Mech. Eng. Mater. – volume: 26 start-page: 79 year: 1986 end-page: 97 ident: bib0044 article-title: Failure and deformation of sand in torsional shear publication-title: Soils Found. – start-page: 85 year: 2014 end-page: 89 ident: bib0037 article-title: Anisotropic sand model and fabric evolution until the critical state publication-title: 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft – volume: 130 start-page: 622 year: 2004 end-page: 634 ident: bib0007 article-title: Simple plasticity sand model accounting for fabric change effects publication-title: J. Eng. Mech. – volume: 130 start-page: 635 year: 2004 end-page: 645 ident: bib0050 article-title: Stress dilatancy and fabric dependencies on sand behavior publication-title: J. Eng. Mech. – volume: 8 start-page: 22 year: 1958 end-page: 53 ident: bib0040 article-title: On the yielding of soils publication-title: Géotechnique – volume: 136 start-page: 589 year: 2010 end-page: 598 ident: bib0049 article-title: Micromechanical formulation of stress dilatancy as a flow rule in plasticity of granular materials publication-title: J. Eng. Mech. – volume: 142 start-page: 04015056 year: 2015 ident: bib0054 article-title: Unified anisotropic elastoplastic model for sand publication-title: J. Eng. Mech. – volume: 44 start-page: 7420 issue: 22-23 year: 2007 ident: 10.1016/j.ijsolstr.2019.09.005_bib0034 article-title: Micro-mechanical bases of some salient constitutive features of granular materials publication-title: Int. J. Solids Struct. doi: 10.1016/j.ijsolstr.2007.04.017 – volume: 36 start-page: 166 issue: 1-2 year: 2009 ident: 10.1016/j.ijsolstr.2019.09.005_bib0027 article-title: Modeling sand response using two-surface plasticity publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2008.02.009 – start-page: 85 year: 2014 ident: 10.1016/j.ijsolstr.2019.09.005_bib0037 article-title: Anisotropic sand model and fabric evolution until the critical state – volume: 38 start-page: 370 issue: 4 year: 2014 ident: 10.1016/j.ijsolstr.2019.09.005_bib0018 article-title: A critical state sand plasticity model accounting for fabric evolution publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.2211 – volume: 138 start-page: 263 issue: 3 year: 2012 ident: 10.1016/j.ijsolstr.2019.09.005_bib0024 article-title: Anisotropic critical state theory: role of fabric publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000324 – volume: 106-07 start-page: 200 year: 2017 ident: 10.1016/j.ijsolstr.2019.09.005_bib0017 article-title: A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution publication-title: Int. J. Solids Struct. doi: 10.1016/j.ijsolstr.2016.11.019 – volume: 29 start-page: 1 issue: 1 year: 1979 ident: 10.1016/j.ijsolstr.2019.09.005_bib0031 article-title: Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils publication-title: Géotechnique doi: 10.1680/geot.1979.29.1.1 – volume: 15 start-page: 1 year: 1991 ident: 10.1016/j.ijsolstr.2019.09.005_bib0003 article-title: A linearized integration technique for incremental constitutive equations publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.1610150102 – volume: 141 start-page: 04015017 issue: 8 year: 2015 ident: 10.1016/j.ijsolstr.2019.09.005_bib0014 article-title: Constitutive modeling of anisotropic sand behavior in monotonic and cyclic loading publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000907 – volume: 47 start-page: 255 issue: 2 year: 1997 ident: 10.1016/j.ijsolstr.2019.09.005_bib0028 article-title: A critical state two-surface plasticity model for sands publication-title: Géotechnique doi: 10.1680/geot.1997.47.2.255 – volume: 3 start-page: 142 issue: 3 year: 2013 ident: 10.1016/j.ijsolstr.2019.09.005_bib0001 article-title: Experimental micro-mechanics of granular media studied by X-ray tomography: recent results and challenges publication-title: Géotech. Lett. doi: 10.1680/geolett.13.00036 – volume: 66 start-page: 999 issue: 12 year: 2016 ident: 10.1016/j.ijsolstr.2019.09.005_bib0011 article-title: SANISAND-Z: zero elastic range sand plasticity model publication-title: Géotechnique doi: 10.1680/jgeot.15.P.271 – volume: 141 start-page: 04015017 issue: 8 year: 2015 ident: 10.1016/j.ijsolstr.2019.09.005_bib0015 article-title: Constitutive modeling of anisotropic sand behavior in monotonic and cyclic loading publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000907 – volume: 10 start-page: 187 issue: 3 year: 2008 ident: 10.1016/j.ijsolstr.2019.09.005_bib0042 article-title: An experimental study of failure and softening in sand under three-dimensional stress condition publication-title: Granul. Matter doi: 10.1007/s10035-008-0083-5 – volume: 136 start-page: 589 issue: 5 year: 2010 ident: 10.1016/j.ijsolstr.2019.09.005_bib0049 article-title: Micromechanical formulation of stress dilatancy as a flow rule in plasticity of granular materials publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000105 – volume: 128 start-page: 868 issue: 10 year: 2002 ident: 10.1016/j.ijsolstr.2019.09.005_bib0023 article-title: Constitutive modeling of inherently anisotropic sand behavior publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2002)128:10(868) – volume: 143 start-page: 04016117 issue: 2 year: 2017 ident: 10.1016/j.ijsolstr.2019.09.005_bib0045 article-title: Proof of incompleteness of critical state theory in granular mechanics and its remedy publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0001166 – volume: 43 start-page: 59 issue: 4 year: 2003 ident: 10.1016/j.ijsolstr.2019.09.005_bib0006 article-title: Anisotropic multiple yielding of dense Toyoura sand in p′-constant shear plane publication-title: Soils Found. doi: 10.3208/sandf.43.4_59 – volume: 40 start-page: 49 issue: 2 year: 2000 ident: 10.1016/j.ijsolstr.2019.09.005_bib0019 article-title: Non-coaxiality and energy dissipation in granular materials publication-title: Soils Found. doi: 10.3208/sandf.40.2_49 – volume: 42 start-page: 4258 issue: 14 year: 2005 ident: 10.1016/j.ijsolstr.2019.09.005_bib0005 article-title: An elasto-plastic model for granular materials with microstructural consideration publication-title: Int. J. Solids Struct. doi: 10.1016/j.ijsolstr.2004.09.021 – year: 1970 ident: 10.1016/j.ijsolstr.2019.09.005_bib0039 – volume: 43 start-page: 918 issue: 12 year: 2011 ident: 10.1016/j.ijsolstr.2019.09.005_bib0035 article-title: The H-microdirectional model: accounting for a mesoscopic scale publication-title: Mech. Mater. doi: 10.1016/j.mechmat.2011.07.006 – volume: 36 start-page: 81 issue: 2 year: 1996 ident: 10.1016/j.ijsolstr.2019.09.005_bib0048 article-title: The steady state of sandy soils publication-title: Soils Found. doi: 10.3208/sandf.36.2_81 – volume: 52 start-page: 173 issue: 3 year: 2002 ident: 10.1016/j.ijsolstr.2019.09.005_bib0022 article-title: A sand model with state-dependent dilatancy publication-title: Géotechnique doi: 10.1680/geot.2002.52.3.173 – volume: 49 start-page: 231 issue: 2 year: 2009 ident: 10.1016/j.ijsolstr.2019.09.005_bib0012 article-title: Viscous property of Toyoura sand over a wide range of shear deformation rate and its model simulation publication-title: Soils Found. doi: 10.3208/sandf.49.231 – volume: 35 start-page: 99 issue: 2 year: 1985 ident: 10.1016/j.ijsolstr.2019.09.005_bib0004 article-title: A state parameter for sands publication-title: Géotechnique doi: 10.1680/geot.1985.35.2.99 – volume: 17 start-page: 1 issue: 2 year: 2016 ident: 10.1016/j.ijsolstr.2019.09.005_bib0051 article-title: Critical state for anisotropic granular materials: a discrete element perspective publication-title: Int. J. Geomech. – volume: 106-107 start-page: 200 year: 2017 ident: 10.1016/j.ijsolstr.2019.09.005_bib0016 article-title: A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution publication-title: Int. J. Solids Struct. doi: 10.1016/j.ijsolstr.2016.11.019 – volume: 8 start-page: 22 issue: 1 year: 1958 ident: 10.1016/j.ijsolstr.2019.09.005_bib0040 article-title: On the yielding of soils publication-title: Géotechnique doi: 10.1680/geot.1958.8.1.22 – volume: 22 start-page: 61 issue: 1 year: 1982 ident: 10.1016/j.ijsolstr.2019.09.005_bib0030 article-title: A sample preperation method and its effect on static and cyclic deformation-strength properties of sand publication-title: Soils Found. doi: 10.3208/sandf1972.22.61 – volume: 35 start-page: 1918 issue: 18 year: 2011 ident: 10.1016/j.ijsolstr.2019.09.005_bib0013 article-title: Fabric evolution within shear bands of granular materials and its relation to critical state theory publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.988 – volume: 42 start-page: 641 issue: 3 year: 1975 ident: 10.1016/j.ijsolstr.2019.09.005_bib0020 article-title: A practical two surface plasticity theory publication-title: J. Appl. Mech. doi: 10.1115/1.3423656 – volume: 38 start-page: 179 issue: 3 year: 1998 ident: 10.1016/j.ijsolstr.2019.09.005_bib0053 article-title: Effect of principal stress direction and intermidiate principal stress on undrained shear behavior of sand publication-title: Soils Found. doi: 10.3208/sandf.38.3_179 – volume: 78 start-page: 141 year: 2015 ident: 10.1016/j.ijsolstr.2019.09.005_bib0025 article-title: Dissipation consistent fabric tensor definition from DEM to continuum for granular media publication-title: J. Mech. Phys. Solids doi: 10.1016/j.jmps.2015.02.003 – volume: 124 start-page: 1215 issue: 12 year: 1998 ident: 10.1016/j.ijsolstr.2019.09.005_bib0026 article-title: Linear representation of steady-state line for sand publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(1998)124:12(1215) – volume: 26 start-page: 79 issue: 4 year: 1986 ident: 10.1016/j.ijsolstr.2019.09.005_bib0044 article-title: Failure and deformation of sand in torsional shear publication-title: Soils Found. doi: 10.3208/sandf1972.26.4_79 – volume: 135 start-page: 641 issue: 7 year: 2009 ident: 10.1016/j.ijsolstr.2019.09.005_bib0021 article-title: Micro-macro quantification of the internal structure of granular materials publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(2009)135:7(641) – year: 2018 ident: 10.1016/j.ijsolstr.2019.09.005_bib0036 article-title: A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory publication-title: Acta Geotech. – start-page: 2041 issue: 290963 year: 2019 ident: 10.1016/j.ijsolstr.2019.09.005_bib0046 article-title: Necessary and sufficient conditions for reaching and maintaining critical state publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.2943 – volume: 130 start-page: 635 issue: 6 year: 2004 ident: 10.1016/j.ijsolstr.2019.09.005_bib0050 article-title: Stress dilatancy and fabric dependencies on sand behavior publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(2004)130:6(635) – volume: 144 start-page: 04018073 issue: 8 year: 2018 ident: 10.1016/j.ijsolstr.2019.09.005_bib0052 article-title: Unified modeling of the influence of consolidation conditions on monotonic soil response considering fabric evolution publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0001499 – volume: 130 start-page: 622 issue: 6 year: 2004 ident: 10.1016/j.ijsolstr.2019.09.005_bib0007 article-title: Simple plasticity sand model accounting for fabric change effects publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(2004)130:6(622) – volume: 142 start-page: 04015056 issue: 1 year: 2015 ident: 10.1016/j.ijsolstr.2019.09.005_bib0054 article-title: Unified anisotropic elastoplastic model for sand publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000962 – volume: 26 start-page: 36 issue: 1 year: 1986 ident: 10.1016/j.ijsolstr.2019.09.005_bib0029 article-title: Deformation behavior of anisotropic dense sand under principal stress axes rotation publication-title: Soils Found. doi: 10.3208/sandf1972.26.36 – volume: 43 start-page: 641 year: 1976 ident: 10.1016/j.ijsolstr.2019.09.005_bib0010 article-title: Plastic internal variables formalism of cyclic plasticity publication-title: J. Appl. Mech. doi: 10.1115/1.3423948 – year: 1968 ident: 10.1016/j.ijsolstr.2019.09.005_bib0041 – start-page: 415 issue: April year: 1984 ident: 10.1016/j.ijsolstr.2019.09.005_bib0032 article-title: Uniform formulation of constitutive equations for clays and sands publication-title: Mech. Eng. Mater. – volume: 28 start-page: 42 year: 1974 ident: 10.1016/j.ijsolstr.2019.09.005_bib0002 article-title: Recent developments in the finite element analysis of prestressed concrete reactor vessels publication-title: Nucl. Eng. Design doi: 10.1016/0029-5493(74)90088-0 – volume: 130 start-page: 1319 issue: 11 year: 2004 ident: 10.1016/j.ijsolstr.2019.09.005_bib0008 article-title: Sand plasticity model accounting for inherent fabric anisotropy publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(2004)130:11(1319) – volume: 33 start-page: 281 issue: 2 year: 1996 ident: 10.1016/j.ijsolstr.2019.09.005_bib0047 article-title: Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests publication-title: Can. Geotech. J. doi: 10.1139/t96-007 – volume: 43 start-page: 97 issue: 1 year: 2019 ident: 10.1016/j.ijsolstr.2019.09.005_bib0038 article-title: SANISAND-FN: an evolving fabric-based sand model accounting for stress principal axes rotation publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.2855 – start-page: 915 issue: 32 year: 2008 ident: 10.1016/j.ijsolstr.2019.09.005_bib0043 article-title: SANISAND: simple anisotropic sand plasticity model publication-title: Int. J. Numer. Anal. Methods Geomech. doi: 10.1002/nag.651 – volume: 38 start-page: 115 issue: 2 year: 1998 ident: 10.1016/j.ijsolstr.2019.09.005_bib0033 article-title: Flow deformation of sands subjected to principal stress rotation publication-title: Soils Found. doi: 10.3208/sandf.38.2_115 – volume: 21 start-page: 173 year: 1975 ident: 10.1016/j.ijsolstr.2019.09.005_bib0009 article-title: A model of nonlinearly hardening materials for complex loading publication-title: Acta Mech. doi: 10.1007/BF01181053 |
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| SubjectTerms | Anisotropic critical state theory Bounding surface Constitutive model Fabric Sands |
| Title | SANISAND-F: Sand constitutive model with evolving fabric anisotropy |
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