砂土液化机理及试验仪器综述
摘要
土动力学中,砂土液化是一个很重要的部分,和我们的生活和工程密切相关。所以,我们有必要对它有更多的了解。同时,也要对试验方法和仪器有更多认识。
引文
[1]李松林,动三轴试验的原理与方法,地质出版社,1990.
[2]孙锐,袁晓铭,第11届国际土动力学和地震工程会议及第13届世界地震工程会议砂土液化研究综述,世界地质工程,2006.03,22卷1期,16.
[3]Huang W X.Investigation on stability of saturated sand foundations and slopes against liquefaction.In:ISSFE eds.Paris:Proceedings of the Fifth Inter-national Conference of Soil Mechanics and Foundation Engineering,1961.2:629-631.
[4]Hardin B O,Drnevich V P.Shear modulus and damping in soils:mea-surement and parameter effects.Journal of the Soil Mechanics and Foundation Engineering Division,1972,98(6):603-624.
[5]Martin G R.Effects of system com-pliance on liquefaction tests.Journal of Geotechnical Engineering Division,1978,104(4):463-480.
[6]沈珠江.一个计算砂土液化变形的等价粘弹性模型.见:中国土木工程学会土力学及基础工程学会主编.第四届全国土力学及基础工程学术会议论文集.北京:建筑工业出版社,1986.199-207.
[7]陈生水,沈珠江.钢筋混凝土面板堆石坝的地震永久变形分析.岩土工程学报,1990,12(3):66-72.
[8]陈春霖,张惠明,饱和砂土三轴试验中的若干问题,岩土工程学报,2000,11,660.
[9]刘汉龙,余湘娟,土动力学与岩土地震工程研究进展.
[10]赖玉明,饱和砂土的动力特性研究综述,西部探矿工程,2005,10:80-81.
[11]Carter J P,Booker J R,Wrothu C P.A critical state soil model for cyclic loading.In:Pande G N,Zienkiewicz O C,eds.Soil Mechanics-Transient and Cyclic Loadings.London:John Wiley and Son,1982:35-62.
[12]Desai C S,Gallagher R H.Mechan-ics of Engineering Materials.London:John Wiley and Sons,1984:96-103.
[13]陈正发,刘桂凤,关于土工离心机振动台发展的思考,岩土工程界.
[14]Arulanandan K,Scott R F.VELACS-verification of numerical procedures for the analysis of soil liquefaction problems.Balkema,1993.1-400.
[2]孙锐,袁晓铭,第11届国际土动力学和地震工程会议及第13届世界地震工程会议砂土液化研究综述,世界地质工程,2006.03,22卷1期,16.
[3]Huang W X.Investigation on stability of saturated sand foundations and slopes against liquefaction.In:ISSFE eds.Paris:Proceedings of the Fifth Inter-national Conference of Soil Mechanics and Foundation Engineering,1961.2:629-631.
[4]Hardin B O,Drnevich V P.Shear modulus and damping in soils:mea-surement and parameter effects.Journal of the Soil Mechanics and Foundation Engineering Division,1972,98(6):603-624.
[5]Martin G R.Effects of system com-pliance on liquefaction tests.Journal of Geotechnical Engineering Division,1978,104(4):463-480.
[6]沈珠江.一个计算砂土液化变形的等价粘弹性模型.见:中国土木工程学会土力学及基础工程学会主编.第四届全国土力学及基础工程学术会议论文集.北京:建筑工业出版社,1986.199-207.
[7]陈生水,沈珠江.钢筋混凝土面板堆石坝的地震永久变形分析.岩土工程学报,1990,12(3):66-72.
[8]陈春霖,张惠明,饱和砂土三轴试验中的若干问题,岩土工程学报,2000,11,660.
[9]刘汉龙,余湘娟,土动力学与岩土地震工程研究进展.
[10]赖玉明,饱和砂土的动力特性研究综述,西部探矿工程,2005,10:80-81.
[11]Carter J P,Booker J R,Wrothu C P.A critical state soil model for cyclic loading.In:Pande G N,Zienkiewicz O C,eds.Soil Mechanics-Transient and Cyclic Loadings.London:John Wiley and Son,1982:35-62.
[12]Desai C S,Gallagher R H.Mechan-ics of Engineering Materials.London:John Wiley and Sons,1984:96-103.
[13]陈正发,刘桂凤,关于土工离心机振动台发展的思考,岩土工程界.
[14]Arulanandan K,Scott R F.VELACS-verification of numerical procedures for the analysis of soil liquefaction problems.Balkema,1993.1-400.
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