文献类型：期刊文献

中文题名：饱和黏性土坡的地震稳定状态研究

英文题名：Study on Seismic Stability Conditions of Saturated Cohesive Soil Slopes

作者：刘忠玉[1];肖伟艳[2]

第一作者：刘忠玉

机构：[1]郑州大学土木工程学院;[2]河南财经学院工程管理系

第一机构：郑州大学土木工程学院,河南郑州450002

年份：2005

卷号：26

期号：3

起止页码：32-36

中文期刊名：郑州大学学报：工学版

收录：CSTPCD

基金：河南省科技攻关项目(2004601068);河南省青年骨干教师资助计划项目

语种：中文

中文关键词：黏性土边坡;动孔隙水压;屈服地震系数;动力稳定性

外文关键词：cohesive soil slope; earthquake-induced pore water pressure; yield seismic coefficient; dynamic stability

摘要：通过对无限边坡的拟静态平衡分析,探讨了动孔压对饱和黏性土无限边坡的地震稳定状态的影响.分析表明,地震时孔隙水压累积导致的抗剪强度衰减会导致边坡发生永久变形,甚至导致整体滑动破坏,对某些黏性土也可因液化而发生流滑破坏.引入一个黏聚力界限值来区别此类边坡的最终破坏模式,以及两个界限动孔压比值来评价抗剪强度衰减对其破坏机制的影响.最后给出了此类边坡稳定状态的判别图,并建议了分析步骤.
Based on the pseudo-static equilibrium of infinite slope, the effects of earthquake-induced pore water pressure on seismic stability conditions of saturated cohesive soil slopes are investigated with reference to the infinite slope scheme. In these slopes, the shear strength reduction caused by pore water pressure bulid-up may lead the slope to a permanent deformation, to a slide failure or to a flow failure for some cohesive soils because of liquefaction. A threshold value of the cohesion of soil is introduced to distinguish the eventual failure modes, and two threshold values of the earthquake induced pore pressure ratio are introduced to evaluate the effect of shear strength reduction on the slope failure mechanism. The results are given in the form of stability charts and a procedure for the evaluation of the seismic stability condition is described.