何蕴龙,陆述远.岩石边坡地震作用近似计算方法[J].岩土工程学报,1998,20(2):66-68.HE Yunlong,LU Shuyuan.A Method for Calculating theSeismic Action in Rock Slope [J].Chinese Journal ofGeotechnical Engineering,1998,20(2):66-68.
徐光兴,姚令侃,高召宁,等.边坡动力特性与动力响应的大型振动台模型试验研究[J].岩石力学与工程学报,2008,27(3):624-632.XU Guangxing,YAO Lingkan,GAO Zhaoning,et al.Large-scale Shaking Table Model Test Study on DynamicCharacteristics and Responses of Slope [J].ChineseJournal of Rock Mechanics and Engineering,2008,27(3):624-632.
[4]
徐光兴,姚令侃,李朝红,等.边坡地震动力响应规律及地震动参数影响研究[J].岩土工程学报,2008,30(6):918-923.XU Guangxing, YAO Lingkan, LI Zhaohong, et al.Dynamic Response of Slopes under Earthquakes andInfluence of Ground Motion Parameters [J].ChineseJournal of Geotechnical Engineering,2008,30(6):918-923.
[5]
LIN M L,WANG K L.Seismic Slope Behavior in a LargeScale Shaking Table Model Test [J].EngineeringGeology,2006,86(2):118-133.
[6]
许强,刘汉香,邹威,等.斜坡加速度动力响应特性的大型振动台试验研究[J].岩石力学与工程学报,2010,29(12):2420-2429.XU Qiang,LIU Hanxiang,ZOU Wei,et al.Large-scaleShaking Table Test Study of Acceleration DynamicResponses Characteristics of Slopes [J].Chinese Journalof Rock Mechanics and Engineering,2010,29(12):2420-2429.
[7]
董金玉,杨国香,伍法权,等.地震作用下顺层岩质边坡动力响应和破坏模式大型振动台模型试验研究[J].岩土力学,2011,32(10):2977-2983.DONG Jinyu,YANG Guoxiang,WU Faquan,et al.TheLarge-scale Shaking Table Test Study of Dynamic Responseand Failure Mode of Bedding Rock Slope under Earthquake[J].Rock and Soil Mechanics,2011,32(10):2977-2983.
[8]
张学东,言志信,张森.ANSYS 在岩质边坡动力响应分析中的应用[J].西北地震学报,2010,32(2):117-121.ZHANG Xuedong,YAN Zhixin,ZHANG Sen.NumericalAnalysis on Dynamic Response of Rock Slope UsingANSYS Software [J].Northwestern SeismologicalJournal,2010,32(2):117-121.
[9]
祁生文.单面边坡的两种动力反应形式及其临界高度[J].地球物理学报,2006,49(2):518-523.QI Shengwen.Two Patterns of Dynamic Responses ofSingle-free-surface Slopes and Their Threshold Height[J].Chinese Journal of Geophysics,2006,49(2):518-523.
[10]
PARISH Y,SADEK M,SHAHROUR I.Review Article:Numerical Analysis of the Seismic Behaviour of Earth Dam[J] .Natural Hazards and Earth System Sciences,2009(9):451-458.
[11]
Itasca Consulting Group Inc.FLAC-3D Fast LagranianAnalysis of Continua in 3 Dimensions [R].ver.2.0.Minneapolis,USA:Itasca Consulting Group,Inc,1997.
[12]
黄润秋,李为乐.“5·12”汶川大地震触发地质灾害的发育分布规律研究[J].岩石力学与工程学报,2008,27(12):2585-2591.HUANG Runqiu,LI Weile.Research on Developmentand Distribution Rules of Geohazards Induced byWenchuan Earthquake on 12th May,2008 [J] .ChineseJournal of Rock Mechanics and Engineering,2008,27(12):2585-2591.
[13]
张立,付宏渊,付康林,等.汶川地震诱发边坡动力失稳影响因素分析[J].公路交通科技,2011,28(4):12-18.ZHANG Li,FU Hongyuan,FU Kanglin,et al.Analysison Influencing Factors of Slope Dynamic Stability Inducedby Wenchuan Earthquake [J].Journal of Highway andTransportation Research and Development, 2011, 28(4):12-18.