摘要
在传统的斜墙坝边坡稳定性分析理论基础上,将假设各滑块间作用力沿水平方向改为假设各滑块之间的作用力方向平行于滑动面,根据平衡条件,推导出相应计算公式,并编写程序,最终求出边坡的安全系数。通过算例比较验证,新方法不失为一种合理、有效的斜墙坝边坡稳定分析方法。
Upon the traditional slope stability theory of inclined-wall dam, a new method is developed. The action between the slide blocks is supposed to be parallel to the bottom, and then the safety factor can be got with the consideration of equilibrium conditions. Examples showed that it is a sensible and effective slope stability analysis method of inclined-wall dam.
出处
《水力发电》
北大核心
2005年第3期42-43,63,共3页
Water Power
关键词
斜墙坝
边坡稳定
程序
inclined-wall dam
slope stability
program
