Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM

Soils and Foundations - Tập 61 - Trang 1235-1250 - 2021
Mingjin Jiang1, Akiyoshi Kamura1, Motoki Kazama1
1Department of Civil and Environment Engineering, Tohoku University, Aramaki Aza, Aoba-ku, Sendai 980-8579, Japan

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