| 注册
首页|期刊导航|路基工程|三峡库区杨家坪Ⅰ号滑坡稳定性分析与治理研究

三峡库区杨家坪Ⅰ号滑坡稳定性分析与治理研究

田东方

路基工程Issue(3):220-222,226,4.
路基工程Issue(3):220-222,226,4.

三峡库区杨家坪Ⅰ号滑坡稳定性分析与治理研究

Stability Analysis and Treatment of Yangjiaping #I Landslide in Three Gorges Reservoir Area

田东方1

作者信息

  • 1. 三峡大学土木水电学院,湖北宜昌443002
  • 折叠

摘要

Abstract

Relying on Yangjiaping #I landslide in Three Gorges reservoir area for example, the physical mechanical parameters for calculation of landslide stability are determined based on geological investigation combined with engineering analogy. A typical profile is selected using Geo-Slope to calculate landslide stability and analyze the sensitivity to influencing factors such as rainfall duration and sliding strength. Landslide control measures are studied finally. Through comparison of the two measures, anti-slide pile is selected as the main control measure of landslide, which achieved good effect.

关键词

敏感性分析/稳定性分析/滑坡治理

Key words

sensitivity analysis/ stability analysis/ landslide treatment

分类

交通工程

引用本文复制引用

田东方..三峡库区杨家坪Ⅰ号滑坡稳定性分析与治理研究[J].路基工程,2011,(3):220-222,226,4.

基金项目

三峡大学青年基金 ()

路基工程

1003-8825

访问量1
|
下载量0
段落导航相关论文