摘要
在分析渗流作用下单层土体有效应力性状的基础上 ,研究了渗流作用下层状饱和土体有效应力计算的方法。为便于计算 ,把渗流作用下的有效应力分为自重有效应力和渗流有效应力两部分分别进行计算。
Based on the thorough analysis of behavior of the effective stress of a single layer of uniform soil during seepage,the computation approach to effective stress of stratified saturated soil during seepage,which is divided into two aspects of effective geostatic stress and effective stress of seepage in order to be computed easily, is studied.
出处
《工业建筑》
CSCD
北大核心
2000年第9期38-41,22,共5页
Industrial Construction
关键词
渗流
层状土体
有效应力
自重有效应力
seepage stratified saturated soil effective stress effective geostatic stress effective stress of seepage
