Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems

Computers and Geotechnics - Tập 152 - Trang 105044 - 2022
Hassan Sabetamal1,2, Daichao Sheng1, John P. Carter3
1School of Civil and Environmental Engineering, University of Technology, Sydney, Australia
2SMEC, Australia
3Priority Research Centre for Geotechnical Science and Engineering, University of Newcastle, Australia

Tài liệu tham khảo

Alonso, 1990, A constitutive model for partially saturated soils, Geotechnique, 40, 405, 10.1680/geot.1990.40.3.405 Alonso, 2010, A microstructurally based effective stress for unsaturated soils, Geotechnique, 60, 913, 10.1680/geot.8.P.002 Bandara, 2015, Coupling of soil deformation and pore fluid flow using material point method, Comput. Geotech., 63, 199, 10.1016/j.compgeo.2014.09.009 Bishop, 1959, The principle of effective stress, Teknisk Ukeblad, 106, 859 Borja, 2012, Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modeling, Int. J. Numer. Anal. Methods Geomech., 36, 236, 10.1002/nag.1021 Budhu, 1992, Numerical analysis of sampling disturbances in clay soils, Int. J. Numer. Anal. Methods Geomech., 16, 467, 10.1002/nag.1610160702 Cui, 1996, Yielding and plastic behaviour of an unsaturated compacted silt, Geotechnique, 46, 291, 10.1680/geot.1996.46.2.291 Cunningham, 2003, The mechanical behaviour of a reconstituted unsaturated silty clay, Géotechnique, 53, 183, 10.1680/geot.2003.53.2.183 Fleureau, 1993, Behaviour of clayey soils on drying-wetting paths, Can. Geotech. J., 30, 287, 10.1139/t93-024 Fredlund, 2006, Unsaturated soil mechanics in engineering practice, J. Geotech. Geoenviron. Eng., 132, 286, 10.1061/(ASCE)1090-0241(2006)132:3(286) Fredlund, 1977, Stress state variables for unsaturated soils, J. Geotech. Eng. Div., 103, 447, 10.1061/AJGEB6.0000423 Fredlund, 1993 Gallipoli, 2003, An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behavior, Géotechnique, 53, 123, 10.1680/geot.2003.53.1.123 Hillel, 1971 Holmsgaard, 2015, Interpretation of cone penetration testing in silty soils conducted under partially drained conditions, J. Geotech. Geoenviron. Eng., 142, 04015064, 10.1061/(ASCE)GT.1943-5606.0001386 Houston, 2019, It is time to use unsaturated soil mechanics in routine geotechnical engineering practice, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002044 Hryciw, 1987, Cone penetration of partially saturated sands, Geotech. Test. J., 10, 135, 10.1520/GTJ10945J Khalili, N., Habte, M.A., Zargarbashi, S., 2008. A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hysteresis. Khalili, 2004, Effective stress in unsaturated soils, a review with new evidence, Int. J. Geomech., 4, 10.1061/(ASCE)1532-3641(2004)4:2(115) Khalili, 1998, A unique relationship for the determination of the shear strength of unsaturated soils, Géotechnique, 48, 681, 10.1680/geot.1998.48.5.681 Kiousis, 1988, A large strain theory and its application in the analysis of the cone penetration mechanism, Int. J. Numer. Anal. Methods Geomech., 12, 45, 10.1002/nag.1610120104 Lehane, 2004, Seasonal dependence of in situ test parameters in sand above the water table, Geotechnique, 54, 215, 10.1680/geot.2004.54.3.215 Liu, 2021, Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling, Comput. Geotech., 132, 10.1016/j.compgeo.2020.103989 Liyanapathirana, 2009, Arbitrary Lagrangian Eulerian based finite element analysis of cone penetration in soft clay, Comput. Geotech., 36, 851, 10.1016/j.compgeo.2009.01.006 Loret, 2000, A three-phase model for unsaturated soils, Int. J. Numer. Anal. Meth. Geomech., 24, 893, 10.1002/1096-9853(200009)24:11<893::AID-NAG105>3.0.CO;2-V Lu, 2008, Is matric suction a stress variable?, J. Geotech. Geoenviron. Eng., 132, 286 Lu, 2020, Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities, J. Geotechn. Geoenviron. Eng., 146, 10.1061/(ASCE)GT.1943-5606.0002233 Lu, 2015, Mechanisms for soil-water retention and hysteresis at high suction range, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0001325 Lu, 2004 Lu, 2006, Suction stress characteristic curve for unsaturated soil, J. Geotech. Eng. Div., 132, 131, 10.1061/(ASCE)1090-0241(2006)132:2(131) Miller, 2018, Cone penetration testing in unsaturated soils, Transport. Geotech., 17, 85, 10.1016/j.trgeo.2018.09.008 Nazem, 2012, Dynamic analysis of a smooth penetrometer free-falling into uniform clay, Geotechnique, 62, 893, 10.1680/geot.10.P.055 Öberg, 1997, Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve, Geotech. Test. J., 20, 40, 10.1520/GTJ11419J Pasha, 2020, Evolution of isochoric water retention curve with void ratio, Comput. Geotech., 122, 10.1016/j.compgeo.2020.103536 Pournaghiazar, 2013, The cone penetration test in unsaturated sand, Geotechnique, 63, 1209, 10.1680/geot.12.P.083 Russell, 2006, On the problem of cavity expansion in unsaturated soils, Comput. Mech., 37, 311, 10.1007/s00466-005-0672-7 Sabetamal, 2016, Coupled analysis of dynamically penetrating anchors, Comput. Geotech., 77, 26, 10.1016/j.compgeo.2016.04.005 Sabetamal, 2018, Pore Pressure Response to Dynamically Installed Penetrometers, Int. J. Geomech., 18, 10.1061/(ASCE)GM.1943-5622.0001171 Sabetamal, 2021, Coupled analysis of full flow penetration problems in soft sensitive clays, Comput. Geotech., 133, 10.1016/j.compgeo.2021.104054 Sabetamal, H., Nazem, M., Carter, J.P., 2013. Numerical analysis of torpedo anchors. In: The proceedings of the 3rd International Symposium on Computational Geomechanics, ComGeo III, pp. 621-632. Sabetamal, 2014, Large deformation dynamic analysis of saturated porous media with applications to penetration problems, Comput. Geotech., 55, 117, 10.1016/j.compgeo.2013.08.005 Sabetamal, 2016, Frictionless contact formulation for dynamic analysis of nonlinear saturated porous media based on the mortar method, International Journal for Numerical and Analytical Methods in Geomechanics, 40, 25, 10.1002/nag.2386 Sabetamal, 2021, A two surface plasticity model for clay, numerical implementation and applications to large deformation coupled problems of geomechcnaics, Comput. Geotech., 139, 10.1016/j.compgeo.2021.104405 Sheng, 2000, Aspects of finite element implementation of critical state models, Comput. Mech., 26, 185, 10.1007/s004660000166 Sheng, 2003, Finite element formulation and algorithms for unsaturated soils. Part II: verification and application, Int. J. Numer. Anal. Meth. Geomech., 2003, 767, 10.1002/nag.296 Sheng, 2007, Application of frictional contact in geotechnical engineering, Int. J. Geomech., 7, 176, 10.1061/(ASCE)1532-3641(2007)7:3(176) Sheng, 2008, Unsaturated soils: from constitutive modelling to numerical algorithms, Comput. Geotech., 35, 810, 10.1016/j.compgeo.2008.08.011 Sabetamal, H., Carter, J.P., Nazem, M., Sloan, S.W., 2016. Numerical study of the effects of strain rate on the behaviour of dynamically penetrating anchors in clay. The 7th International Conference on Computational Methods (ICCM2016). Berkeley, CA, USA, pp 689-1000. Sabetamal, H., 2015. Finite element algorithms for dynamic analysis of geotechnical problems. PhD Thesis. The University of Newcastle, Australia. Sabetamal, 2021, Advanced Soil Constitutive Models and Their Applications to Offshore Geotechnical Problems, 126 Sheng, 2008, A new modelling approach for unsaturated soils using independent stress variables, Can. Geotech. J., 45, 511, 10.1139/T07-112 Sheng, 2011, Coupling hydraulic with mechanical models for unsaturated soils, Can. Geotech. J., 48, 826, 10.1139/t10-109 Soga, 2016, Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method, Géotechnique, 66, 248, 10.1680/jgeot.15.LM.005 Sun, 2007, A density-dependent elastoplastic hydromechanical model for unsaturated compacted soils, Int. J. Numer. Anal. Meth. Geomech., 31, 1257, 10.1002/nag.579 Tamagnini, 2004, An extended Cam-clay model for unsaturated soils with hydraulic hysteresis, Geotechnique, 54, 223, 10.1680/geot.2004.54.3.223 Taylor, 1948 Teh, 1991, An analytical study of the cone penetration test in clay, Geotechnique, 41, 17, 10.1680/geot.1991.41.1.17 Toll, 2003, Critical state parameters for an unsaturated residual sandy clay, Geotechnique, 53, 93, 10.1680/geot.2003.53.1.93 van Genuchten, 1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, J. Soil Sci. Soc. Am., 44, 892, 10.2136/sssaj1980.03615995004400050002x Vanapalli, S.K., 2009. Shear strength of unsaturated soils and its applications in geotechnical engineering practice. Unsaturated Soils – Buzzi, Fityus & Sheng (eds) ©2010Taylor & Francis Group, London, ISBN 978-0-415-80480-6. Voyiadjis, 2003, Determination of hydraulic conductivity using piezocone penetration test, Int. J. Geomech., 3, 217, 10.1061/(ASCE)1532-3641(2003)3:2(217) Wang, 2018, Rainfall-induced slope collapse with coupled material point method, Eng. Geol., 239, 1, 10.1016/j.enggeo.2018.02.007 Wheeler, 2003, Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils, Géotechnique, 53, 41, 10.1680/geot.2003.53.1.41 Wheeler, 1995, An elastic-plastic critical state framework for unsaturated soil, Geotechnique, 45, 35, 10.1680/geot.1995.45.1.35 Wu, 1976 Wu, 2016, Poro-mechanical coupling influences on potential for rainfall-induced shallow landslides in unsaturated soils, Ad. Wat. Res., 98, 114, 10.1016/j.advwatres.2016.10.020 Yang, 2012, Effect of hydraulic hysteresis on seepage analysis for unsaturated soils, Comput. Geotech., 41, 36, 10.1016/j.compgeo.2011.11.006 Yang, 2021, Undrained spherical cavity expansion in unsaturated soils: semianalytical solution coupling hydraulic and mechanical behaviors, Int. J. Geomech., 21, 10.1061/(ASCE)GM.1943-5622.0002028 Yang, 2015, Cavity expansion in unsaturated soils exhibiting hydraulic hysteresis considering three drainage conditions, Int. J. Numer. Anal. Methods Geomech., 39, 1975, 10.1002/nag.2379 Yang, 2016, Cone penetration tests in unsaturated silty sands, Can. Geotech. J., 53, 431, 10.1139/cgj-2015-0142 Yerro, 2015, The material point method for unsaturated soils, Géotechnique, 65, 201, 10.1680/geot.14.P.163 Yu, 2000, Analysis of steady cone penetration in clay, J. Geotech. Geoenviron. Eng., 126, 594, 10.1061/(ASCE)1090-0241(2000)126:7(594) Zhang, 2019, Unitary definition of matric suction, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002004 Zhang, 2009, Modified state-surface approach to the study of unsaturated soil behavior. Part I: basic concept, Can. Geotech. J., 46, 536, 10.1139/T08-136 Zhang, 2019, Finite element implementation of a fully coupled hydro-mechanical model and unsaturated soil analysis under hydraulic and mechanical loads, Comput. Geotech., 110, 222, 10.1016/j.compgeo.2019.02.005 Zhou, 2012, Interpretation of unsaturated soil behaviour in the stress-saturation space, I: volume change and water retention behaviours, Comput Geotech., 2012, 178, 10.1016/j.compgeo.2012.04.010 Zhou, 2012, Interpretation of unsaturated soil behaviour in the stress-saturation space, II: constitutive relationships and validations, Comput Geotech., 43, 111, 10.1016/j.compgeo.2012.02.009