地震边坡稳定分析方法综述

被引：96

作者：

刘立平

雷尊宇

周富春

机构：

[1] 重庆大学建筑工程学院!重庆

[2] 重庆交通学院河海建筑工程系!重庆

来源：

重庆交通学院学报 | 2001年 / 03期

关键词：

拟静力法; Newmark滑块分析法; 有限元法; 概率分析法; 流动破坏; 地震作用; 边坡稳定;

D O I：

暂无

中图分类号：

TU435 [土动力学与振动地基];

学科分类号：

摘要：

根据地震对边坡的作用不同 ,地震边坡失稳分为 :惯性失稳和衰减失稳 .惯性失稳的分析方法有拟静力法、Newmark滑块分析法、有限元方法及概率分析法等 .而衰减失稳的分析方法有流动破坏分析法和变形破坏分析法等 .本文对这些分析方法的发展、应用及特点进行了综述 ,提出了地震边坡分析中主要研究内容、存在的问题及发展趋势

引用

页码：83 / 88

页数：6

共 10 条

[1] Earthquake Destructiveness Potential Factor and Slope Stability. CRESPELLANI T,MADIAI C,VANNUCCHI G. Geotechnique . 1998
[2] Simplified Procedure for Estimating Dam and Embankment Earthquake-induced Deformations. MAKDISI F I,and SEED H B. Journal of the Geotechnical Engineering Division ASCE .
[3] Effects of Earthquakes on Dams and Embankment. NEWMARK N. Geotechnique .
[4] Reliability Analysis of Three-dimensional Dynamic Slope Stability and Earthquake-induced Permanent Displacement. AI-HOMOUD,A S,TAHTAMONI W W. Soil Dynamics and Earthquake Engineering . 2000
[5] A Model for Predicting Liquefaction Induced Displacement. BYRNE P M. Proceedings 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics .
[6] Considerations in the Earthquake-Resistant Design of Earth and Rockfill Dams. SEED H B. Geotechnique . 1979
[7] Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquakes. SEED H B. Journal of the Geotechnical Engineering Division ASCE . 1979
[8] Earthquake-induced Ground Displacements. AMBRASEYS N N and MENU J M. Earthquake Engineering and Structural Dynamics .
[9] Earthquake-Induced Permanent Deformations: Probabilistic Approach. YEGIAN M K,MARCIAND E. and GHAHRAMAN V G. Journal of Geotechnical Engineering .
[10] Seimic Stability of Earth Dams and Embankments. SARMA S K. Geotechnique .

← 1 →