引文
[1]Newmark N M.Effects of Earthquake on Dams and Embank-ments[J].Geotechnique,1965,15(2):139-160.
[2]Bray J D,Travasarou T.Si mplified Procedure for Esti matingEarthquake-induced Deviatoric Slope Displacements[J].Journalof Geotechnical and Geoenvironmental Engineering,2007,133(4):381-392.
[3]Bray J D.Si mplified Seismic Slope Displacement Procedures[R]//Pitilakis,K D(ed.),Earthquake Geotechnical Engineer-ing,4th International Conference on Earthquake GeotechnicalEngineering-Invited Lectures.Springer,2007,6:327-353.
[4]陈正发,于玉贞.土工动力离心模型试验研究进展[J].岩石力学与工程学报,2006,25(增2):4026-4033.
[5]Ng C W W,Li X S,Van Laak P A,et al.Centrifuge Modelingof Loose Fill Embankment Subjected to Uni-axial and Bi-axialEarthquakes[J].Soil Dynamics and Earthquake Engineering,2004,24(2):305-318.
[6]Nova-Roessig L,Sitar N.Centrifuge Model Studies of the Seis-mic Response of Reinforced Soil Slopes[J].Journal of Geotech-nical and Geoenvironmental Engineering,2006,132(3):388-400.
[7]于玉贞,邓丽军,李荣建.砂土边坡地震动力响应离心模型试验[J].清华大学学报:自然科学版,2007,47(6):789-792.
[8]Prasad S K,Towhata I,Chandradhara G P,et al.Shaking Ta-ble Tests in Earthquake Geotechnical Engineering[J].CurrentScience,2004,87(10):1398-1404.
[9]景立平,崔杰,李立云,等.粉土液化的小型振动台试验研究[J].地震工程与工程振动,2004,24(3):145-151.
[10]Wart man J,Bray J D,Seed R B.Inclined Plane Studies of theNewmark Sliding Block Procedure[J].Journal of Geotechnicaland Geoenvironmental Engineering,2003,129(8):673-684.
[11]Wart man J,Seed R B,Bray J D.Shaking Table Modeling ofSeismically Induced Deformations in Slopes[J].Journal ofGeotechnical and Geoenvironmental Engineering,2005,131(5):610-622.
[12]Lin ML,Wang K L.Seismic Slope Behavior in a Large-scaleShaking Table Model Test[J].Engineering Geology,2006,(86):118-133.
[13]翟阳,韩国城.边坡对土坝稳定影响的振动台模型试验研究[J].烟台大学学报:自然科学与工程版,1996(4):67-71.
[14]窦兴旺,林义兴,夏颂佑,等.深覆盖层上高堆石坝的振动台试验研究[J].长江科学院院报,1999,16(4):46-49.
[15]陈建斌,周立运.大型粉煤灰坝模型抗震试验研究[J].岩土力学,2006,27(7):1109-1113.
[16]陈建斌,周立运.粉煤灰坝模型试验研究[J].岩石力学与工程学报,2004,23(增1):4351-4355.
[17]邓学晶.城市垃圾填埋场振动台模型试验与地震稳定性分析方法研究[D].大连:大连理工大学,2007.
[18]刘小生,王钟宁,汪小刚,等.面板坝大型振动台模型试验与动力分析[M].北京:中国水利水电出版社,知识产权出版社,2005.
[19]王海波,李德玉.拱坝抗震设计理论与实践[M].北京:中国水利水电出版社,2006.
[20]任自铭.地震作用下斜坡动力响应及稳定性研究[D].成都:西南交通大学,2007.
[21]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,2008,20(6):918-923.
[22]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.
[23]杨林德,季倩倩,杨超,等.地铁车站结构振动台试验中传感器位置的优选[J].岩土力学,2004,25(4):619-623.
[24]Wartman J.Geotechnical Physical Modelingfor Education:Learn-ing Theory Approach[J].Journal of Professional Issues in Engi-neering Education and Practice,2006,132(4):288-296.
[25]Elgamal A,Fraser M,Mc Martin F.On-line Educational ShakeTable Experi ments[J].Journal of Professional Issues in Engi-neering Education and Practice,2005,131(1):41-49.
[26]Iai S.Si militude for Shaking Table Tests on Soil-structure-flu-id Model in 1-g Gravitational Field[J].Soils and Foundations,1989,29(1):105-118.
[27]Meymand P J.Shaking Table Scale Model Tests of NonlinearSoil-pile-superstructure Interactionin Soft Clay(PhD Disserta-tion)[M].Berkeley,Calf.:U.C.Berkeley,1998.
[28]杨俊杰.相似理论与结构模型试验[M].武汉:武汉理工大学出版社,2005.
[29]杨林德,季倩倩,郑永来,等.地铁车站结构振动台试验中模型箱设计的研究[J].岩土工程学报,2004,26(1):75-78.
[30]伍小平,孙利民,胡世德,等.振动台试验用层状剪切变形土箱的研制[J].同济大学学报,2002,30(7):781-785.
[31]黄春霞,张鸿儒,隋志龙.大型叠层剪切变形模型箱的研制.岩石力学与工程学报[J],2006,25(10):2128-2134.
[32]Wart man J.Physical Model Studies of Seismically Induced De-formations in Slopes(PhD Dissertation)[J].Berkeley,Calf.:U.C.Berkeley,1999.
[33]Chen W Y.Physical Model Studies of Seismic Slope Responseand Performance(PhD Dissertation)[J].Berkeley,Calf.:U.C.Berkeley,2004.