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基于强度折减法的高边坡稳定性分析及防治研究

鄢光宇 余万超 吴银亮

路基工程Issue(1):148-151,172,5.
路基工程Issue(1):148-151,172,5.DOI:10.13379/j.issn.1003-8825.2018.01.31

基于强度折减法的高边坡稳定性分析及防治研究

Stability Analysis and Slide Prevention & Protection Study of High Slope by Strength Reduction Method

鄢光宇 1余万超 1吴银亮1

作者信息

  • 1. 中交第二公路勘察设计研究院有限公司,武汉430056
  • 折叠

摘要

Abstract

Taking the 7th Military World Games Shooting Venue's rock slope in Wuhan as an example,this article distinguishes possible slope failure modes through stereographic projection method;then the slope stability has been assessed by strength reduction method.The engineering design plan with slide-resistant piles application has been proposed in accordance with slope stability calculation and the slope slide prevention effect has been assessed by numerical simulation.And the result suggests that the slope's stability has been highly enhanced after prevention and protection which means the effect of prevention and protection is brilliant.

关键词

强度折减法/防治效果/数值模拟/稳定性评价

Key words

strength reduction method/slide prevention & protection effect/numerical simulation/stability assessment

分类

建筑与水利

引用本文复制引用

鄢光宇,余万超,吴银亮..基于强度折减法的高边坡稳定性分析及防治研究[J].路基工程,2018,(1):148-151,172,5.

路基工程

1003-8825

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