Citation: | YANG Qinghua, YAO Lingkan, YANG Ming. Particle Flow Numerical Simulation of Landslip of Loose Slope under Seismic Loading[J]. Journal of Southwest Jiaotong University, 2009, 22(4): 580-584. |
KEEFER D K.Landslides caused by earthquake[J].Bulletin of Geological Society of America,1984,95(4):406-421.[2] 丁彦慧,王余庆,孙进忠.地震崩滑与地震参数的关系及其在边坡震害预测中的应用[J].地球物理学报,1999,42(增刊):101-107.[3] CUNDALL P A.PFC2D user's manual[R].Minnesota:Itasca Consulting Group Inc.,1999.[4] CUNDALL P A,STRACK O D L.Particle flow code in 2 dimensions[R].Minnesota:Itasca Consulting Group Inc.,1999.[5] 周健,池永,池毓蔚,等.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274.ZHOU Jian,CHI Yong,CHI Yuwei,et al.The method of particle flow and PFC2D code[J].Rock and Soil Mechanics,2000,21(3):271-274.[6] 贝尔 J.多孔介质流体动力学[M].李竞生,陈崇希,译.北京:中国建筑工业出版社,1983:91-94.[7] 陈昌凯,阮永芬,熊恩来.地震作用下边坡稳定的动力分析方法[J].地下空间与工程学报,2005,7(1):1054-1057.CHEN Changkai,RUAN Yongfen,XIONG Enlai.Dynamic analysis nethod of slope stability in earthquake function[J].Chinese Journal of Underground Space and Engineering,2005,7(1):1054-1057.[8] 交通部公路规划设计院.公路工程抗震设计规范[M].北京:人民交通出版社,2005:11-15.[9] 杨庆华,姚令侃,齐颖,等.散粒体离心模型自组织临界性及地震效应分析[J].岩土工程学报,2007,29(11):1630-1635.YANG Qinghua,YAO Lingkan,QI Ying,et al.Analysis of self-organized criticality of centrifugal model tests on granular mixtures and earthquake effect[J].Chinese Journal of Geotechnical Engineering,2007,29(11):1630-1635.[10] 杨庆华,姚令侃,任自铭,等.地震作用下松散体斜坡崩塌动力学特性离心模型试验研究[J].岩石力学与工程学报,2008,27(2):368-374.YANG Qinghua,YAO Lingkan,REN Ziming,et al.Centrifugal model test on dynamical characteristics of landslips of loose slope under seismic loading[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(2):368-374.
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