Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM
Tài liệu tham khảo
Al-Hashemi, 2018, A review on the angle of repose of granular materials, Powder Technol., 330, 397, 10.1016/j.powtec.2018.02.003
Asadzadeh, 2017, Macro-and micromechanical evaluation of cyclic simple shear test by discrete element method, Particuology, 31, 129, 10.1016/j.partic.2016.05.015
Coetzee, 2017, Review: Calibration of the discrete element method, Powder Technol., 310, 104, 10.1016/j.powtec.2017.01.015
Cundall, 1979, A discrete numerical model for granular assemblies, Géotechnique, 29, 47, 10.1680/geot.1979.29.1.47
Derakhshani, 2015, Micro-macro properties of quartz sand: experimental investigation and DEM simulation, Powder Technol., 269, 127, 10.1016/j.powtec.2014.08.072
Dinesh, 2004, Dynamic properties and liquefaction behaviour of granular materials using discrete element method, Curr. Sci., 1379
El Shamy, 2006, Response of liquefiable granular deposits to multi-direction shaking, 1
El Shamy, 2012, Microscale energy dissipation mechanisms in cyclically-loaded granular soils, Geotech. Geol. Eng., 30, 343, 10.1007/s10706-011-9472-3
Fang, 1979, Macroscopic mechanism of soil liquefaction and its influence on earthquake damage of ground
Figueroa, 1994, Evaluation of soil liquefaction by energy principles, J. Geotech. Eng., 120, 1554, 10.1061/(ASCE)0733-9410(1994)120:9(1554)
Guo, 2014, Local fluctuations and spatial correlations in granular flows under constant-volume quasistatic shear, Phys. Rev. E, 89, 10.1103/PhysRevE.89.042208
Hall, J.R., Shukla, D.K., Kissenpfennig, J.F., 1977. Shear Stress Distribution due to Shear and Raleigh Wave Propagation at Deep Soil Sites.
Holzer, 2007, Liquefaction, ground oscillation, and soil deformation at the Wildlife Array, California, Bull. Seismol. Soc. Am., 97, 961, 10.1785/0120060156
Huang, 2019, Structural degradation of sands during cyclic liquefaction: Insight from DEM simulations, Comput. Geotech., 114, 103139, 10.1016/j.compgeo.2019.103139
Ishihara, 1980, Cyclic simple shear tests on saturated sand in multi-directional loading, Soils Found., 20, 45, 10.3208/sandf1972.20.45
Iwashita, 1998, Rolling resistance at contacts in simulation of shear band development by DEM, J. Eng. Mech., 124, 285, 10.1061/(ASCE)0733-9399(1998)124:3(285)
Jiang, 2020, numerical study on liquefaction caused by love wave strain condition by 3D discrete element method, vol. 62
Jiang, 2019, Distinct element analysis of the microstructure evolution in granular soils under cyclic loading, Granular Matter, 21, 1, 10.1007/s10035-019-0892-8
Katagiri, 2010, Simple shear simulation of 3D irregularly-shaped particles by image-based DEM, Granular Matter, 12, 491, 10.1007/s10035-010-0207-6
Kazama, 2006, Micro mechanical interpretation of liquefaction resistance of over-consolidated granular assemblies, 217
Kazama, 1999, Evaluation of dissipation energy accumulated in surface ground and its application to liquefaction prediction, Doboku Gakkai Ronbunshu, 1999, 161, 10.2208/jscej.1999.631_161
Kazama, 2000, Liquefaction resistance from a ductility viewpoint, Soils Found., 40, 47, 10.3208/sandf.40.6_47
Manne, 2015, A review on the discrete element modeling of dynamic laboratory tests for liquefaction assessment, Electron. J. Geotech. Eng., 20, 21
Matsuda, 2011, Effective stress change and post-earthquake settlement properties of granular materials subjected to multi-directional cyclic simple shear, Soils Found., 51, 873, 10.3208/sandf.51.873
Morimoto, 2001, Evaluation of elastic energy of granular assembles subjected to various consolidation histories by DEM, Powders Grains.
Nakai, 2016, Liquefaction damage enhanced by interference between the body wave and surface wave induced from the inclined bedrock, Jpn. Geotech. Soc. Special Publication, 2, 723, 10.3208/jgssp.JPN-118
Nakase, 1999, A simulation study on liquefaction using DEM, Earthq. Geotech. Eng., 637
Nhan, 2017, A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays, Bull. Earthq. Eng., 15, 2761, 10.1007/s10518-017-0086-x
Novotny, 1999, 61
O'Sullivan, 2008, Discrete element analysis of the response of granular materials during cyclic loading, Soils Found., 48, 511, 10.3208/sandf.48.511
O'Sullivan, 2011
Perez, 2016, Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework, Soils Found., 56, 152, 10.1016/j.sandf.2016.01.013
Pujol, 2003
Pyke, 1975, Settlement of sands under multidirectional shaking, J. Geotech. Eng. Div., 101, 379, 10.1061/AJGEB6.0000162
Seed, 1975
Seed, 1978, Effect of multidirectional shaking on pore pressure development in sands, J. Geotech. Eng. Div., 104, 27, 10.1061/AJGEB6.0000575
Sitharam, 2003, Numerical simulation of liquefaction behaviour of granular materials using Discrete Element Method, J. Earth Syst. Sci., 112, 479, 10.1007/BF02709274
Soroush, 2011, Three dimensional discrete element modeling of granular media under cyclic constant volume loading: a micromechanical perspective, Powder Technol., 212, 1, 10.1016/j.powtec.2011.04.007
Su, 2008, Impact of multidirectional shaking on liquefaction potential of level sand deposits, Géotechnique, 58, 259, 10.1680/geot.2008.58.4.259
Sugano, 1992, Cyclic undrained shear behavior of sand under surface wave stress conditions, vol. 3, 1323
Tokimatsu, 1982, Liquefaction of sand due to multidirectional cyclic shear, Soils Found., 22, 126, 10.3208/sandf1972.22.3_126
Trifunac, 1971, Response envelope spectrum and interpretation of strong earthquake ground motion, Bull. Seismol. Soc. Am., 61, 343, 10.1785/BSSA0610020343
Uzuoka, 2007, Simplified prediction for settlement of liquefied ground with elasto-plastic model, Doboku Gakkai Ronbunshuu C, 63, 806, 10.2208/jscejc.63.806
Wei, 2020, Fabric evolution of granular soils under multidirectional cyclic loading, Acta Geotech., 15, 2529, 10.1007/s11440-020-00942-8
Zhou, 2015, Experimental study of liquefaction characteristics of saturated silt based on the cumulative dissipated energy, China Earthq. Eng. J., 37, 1