土质边坡地震稳定性动力模型试验研究综述
|
摘要
土质边坡地震稳定性动力模型试验主要有ng条件下的动力离心机模型试验和1 g条件下的振动台模型试验两种。本文主要介绍了这两种动力模型试验的基本内容和国内外最新研究进展,并分析了各自的优缺点。此外,对振动台模型试验中涉及到的相似法则和模型箱等两个较为关键的问题做了具体分析。最后,简要对今后土质边坡地震稳定性动力模型试验的发展提出了初步建议。
The dynamic model tests of seismic stability of soil slopes can be divided into two main categories,namely,which are performed under higher gravitational field of earth(generally called centrifuge model tests) and under gravitational field(generally called shaking table model tests).The basic theories and advances of the two dynamic model tests at home and abroad are briefly introduced,and some advantages and disadvantages of them are reviewed respectively.The two key problems involving the law of similitude and model container in the shaking table tests are particularly analyzed.At last,the suggestions for future research on the dynamic model tests of seismic stability of soil slopes are given.
The dynamic model tests of seismic stability of soil slopes can be divided into two main categories,namely,which are performed under higher gravitational field of earth(generally called centrifuge model tests) and under gravitational field(generally called shaking table model tests).The basic theories and advances of the two dynamic model tests at home and abroad are briefly introduced,and some advantages and disadvantages of them are reviewed respectively.The two key problems involving the law of similitude and model container in the shaking table tests are particularly analyzed.At last,the suggestions for future research on the dynamic model tests of seismic stability of soil slopes are given.
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.
[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.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心