摘要
本文提供了一种简捷的弹塑应力分析方法。可用于坝体在自重作用下,满库时与水位骤降后在坝体中产生的起始总应力、孔隙压力、最终有效应力和位移的计算。
This paper presents a simplified method for the elasto-plastic analysis of embankment dams. It is applicable for the determination of the initial total stress, pore pressure, final effective stress and displacements in any dam subjected to various loadings such as self weight, full reservoir and sudden drawdown.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1989年第6期1-8,共8页
Chinese Journal of Geotechnical Engineering
