摘要
本文阐明了FLAC程序在边坡稳定分析中的特点;介绍了利用FLAC程序进行安全系数求解的强度折减法,并通过一典型算例将强度折减法与传统的条分法(简化Bishop法)得出的安全系数进行对比;最后,对某山体边坡整治前后的稳定情况进行了综合的分析。
This article clarifies the advantages of FLAC in slope stability analysis and introduces a method to calculate safety factor of slope -strength reduction method. It makes a comparison of result between the strength reduction method and traditional Bishop method through an example. Lastly, the article analyzes the stability of a slope particularly.
出处
《广州建筑》
2003年第4期40-42,共3页
GUANGZHOU ARCHITECTURE
