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基于滑动面倾角权重的边坡稳定性评价

卢玉林 薄景山 陈晓冉 王丽

水力发电2017,Vol.43Issue(5):33-36,4.
水力发电2017,Vol.43Issue(5):33-36,4.

基于滑动面倾角权重的边坡稳定性评价

Slope Stability Evaluation Based on the Weight of Sliding Inclination Angle

卢玉林 1薄景山 2陈晓冉 1王丽2

作者信息

  • 1. 防灾科技学院防灾工程系,北京101601
  • 2. 中国地震局工程力学研究所,黑龙江哈尔滨150080
  • 折叠

摘要

Abstract

Based on the advantage of point safety factor method,the stress states of calculated elements are obtained by the elastic mechanics,and then the safety factor of slope is computed by Mohr-coulomb theory.The potential sliding surface of slope is can be recognized after the determination of minimum safety factor.The relationship between the minimum safety factor and the general safety factor is established by taking the sliding surface inclination as weight,therefore the slope stability is evaluated by general safety factor.

关键词

边坡稳定性/整体安全系数/点安全系数法/滑动面倾角

Key words

slope stability/general safety factor/point safety factor method/slip inclination angle

分类

建筑与水利

引用本文复制引用

卢玉林,薄景山,陈晓冉,王丽..基于滑动面倾角权重的边坡稳定性评价[J].水力发电,2017,43(5):33-36,4.

基金项目

廊坊市科学技术研究自筹经费项目(2016011057) (2016011057)

中央高校基本科研业务费专项资金项目(ZY20150203) (ZY20150203)

水力发电

OA北大核心CSTPCD

0559-9342

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