地震作用下边坡稳定的动力分析方法
|
摘要
本文介绍了几种重要的边坡动力响应分析方法。对拟静力法和数值分析方法进行了重点概括。对每种方法的利弊进行了阐述,文中可为边坡动力分析方法的选取提供参考。
This article introduces several kinds of important dynamic response analysis methods while concentrating on the importance of pseudo-static analysis and numerical analysis methods.It clarifies the advantage and disadvantage of each method in order to give reference while selecting analysis method of dynamic reaction of slope.
This article introduces several kinds of important dynamic response analysis methods while concentrating on the importance of pseudo-static analysis and numerical analysis methods.It clarifies the advantage and disadvantage of each method in order to give reference while selecting analysis method of dynamic reaction of slope.
引文
[1]谢定义.土动力学[M].西安:西安交通大学,1988
[2]Seed.H.B.Stability of earth and rockfill dams duringearthquakes in Embankment-Dam Engrg..[J].Casa-grande Vol(Eds Hirschfeld and Poulos).John Wiley.1973
[3]Newmark.N.M.Effects of earthquakes on dams and em-bankments.Geotechniqus[M]1965.15(2).139-160
[4]徐则民,张倬元,等.九寨黄龙机场填方高边坡动力稳定性分析[J].岩石力学与工程学报,2004年6月.23(11)1883-1890
[5]王思敬,薛守义.岩体边坡楔形体动力学分析[M].地质科学,1992.2:177-182
[6]Makdisi.F.I.,Seed H.B..Simplified procedure for esti-mating dam and embankment earthquake induced deforma-tions J.Geotech.Engre..ASCE 1978.104.GT7.849-867
[7]龚晓南.土工计算机分析[M].北京.中国建筑工业出版社
[8]王泳嘉.离散单元法———一种适用于节理岩石力学分析的数值方法[J].第一届全国岩石力学数值计算及模型试验讨论会论文集.1986
[9]Kunar.R.R.,Beresford.P.J.,Cundall.P.A..A testedsoil-structure model for surface interaction[J].RookeeUniv.India.Jan..1977.Vol.1:137-144
[10]廖振鹏,等.建筑物对竖向地面运动的反馈影响和暂态透射边界的研究[J].地震工程与工程振动,1980,试刊2期:9-25
[11]廖振鹏,王皋.论结构物的竖向地震输入[J].地震工程与工程振动,1983.Vol.3.No.2:74-88
[12]Roessel.J.M..Soil amplirication of earthquakes NumericalMethods In Geotech.Engrg[J]..(Eds Desai and Chris-tian).McGraw-Hill.1977
[13]王光纶,等.刚块动力试验与离散元法动力分析参数选择的研究[J].岩石力学与工程学报,13(2).:124-133
[14]金峰等.离散元-边界元动力耦合模型[J].水利学报,2001年1月第1期:23-27
[15]Robert romeo.Seismically induced landslide displace-ments:a predictive model[J].Engineering Geology 58(2000):337-351
[2]Seed.H.B.Stability of earth and rockfill dams duringearthquakes in Embankment-Dam Engrg..[J].Casa-grande Vol(Eds Hirschfeld and Poulos).John Wiley.1973
[3]Newmark.N.M.Effects of earthquakes on dams and em-bankments.Geotechniqus[M]1965.15(2).139-160
[4]徐则民,张倬元,等.九寨黄龙机场填方高边坡动力稳定性分析[J].岩石力学与工程学报,2004年6月.23(11)1883-1890
[5]王思敬,薛守义.岩体边坡楔形体动力学分析[M].地质科学,1992.2:177-182
[6]Makdisi.F.I.,Seed H.B..Simplified procedure for esti-mating dam and embankment earthquake induced deforma-tions J.Geotech.Engre..ASCE 1978.104.GT7.849-867
[7]龚晓南.土工计算机分析[M].北京.中国建筑工业出版社
[8]王泳嘉.离散单元法———一种适用于节理岩石力学分析的数值方法[J].第一届全国岩石力学数值计算及模型试验讨论会论文集.1986
[9]Kunar.R.R.,Beresford.P.J.,Cundall.P.A..A testedsoil-structure model for surface interaction[J].RookeeUniv.India.Jan..1977.Vol.1:137-144
[10]廖振鹏,等.建筑物对竖向地面运动的反馈影响和暂态透射边界的研究[J].地震工程与工程振动,1980,试刊2期:9-25
[11]廖振鹏,王皋.论结构物的竖向地震输入[J].地震工程与工程振动,1983.Vol.3.No.2:74-88
[12]Roessel.J.M..Soil amplirication of earthquakes NumericalMethods In Geotech.Engrg[J]..(Eds Desai and Chris-tian).McGraw-Hill.1977
[13]王光纶,等.刚块动力试验与离散元法动力分析参数选择的研究[J].岩石力学与工程学报,13(2).:124-133
[14]金峰等.离散元-边界元动力耦合模型[J].水利学报,2001年1月第1期:23-27
[15]Robert romeo.Seismically induced landslide displace-ments:a predictive model[J].Engineering Geology 58(2000):337-351
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