摘要
本文根据塑性力学中的滑移线法 ,建立了地震力作用下的地基土的滑移线应力方程 ,并在考虑地基土的自重和不计其自重的情况下 。
According to slip lines method(SLM), strain equations of foundation are proposed including seismic influence. So the theoretic solution of bearing capacity of foundation is obtained with soil gravity and without it.
出处
《水文地质工程地质》
CAS
CSCD
2001年第6期8-11,共4页
Hydrogeology & Engineering Geology
关键词
滑移线
极限承载力
地震力
地基
地震
slip lines
bearing capacity
seismic strength
foundation