桩板墙结构加固边坡的稳定性分析

罗渝; 许强; 何思明; 何尽川

doi:10.3969/j.issn.0258-2724.2014.06.006

桩板墙结构加固边坡的稳定性分析

doi: 10.3969/j.issn.0258-2724.2014.06.006

罗渝^1,2,3,
许强³,
何思明^1,2, ,,
何尽川⁴

基金项目:

国家自然科学基金资助项目(41401004)

地质灾害与地质环境保护国家重点实验室开放基金资助项目(SKLGP2012K024)

详细信息

通讯作者:
何思明(1968-),男,研究员,博士,研究方向为地质灾害形成机理及其防治结构,E-mail:hsm112003@yahoo.com.cn

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- 文章访问数: 958
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- PDF下载量: 499
- 被引次数: 0
出版历程
- 收稿日期: 2013-09-28
- 刊出日期: 2014-12-25

Stability Analysis of Slopes Reinforced with Sheet Pile Wall

LUO Yu^1,2,3,
XU Qiang³,
HE Siming^{1,2
, ,},
HE Jinchuan⁴

摘要

摘要: 为探讨桩板墙加固边坡的稳定性,根据多块体滑移理论,采用极限分析上限定理,导出了为保证边坡稳定桩板墙结构中抗滑桩应提供的抗力的计算公式,提出了桩板墙结构加固边坡稳定性的一种新的分析方法.用该方法对算例进行了分析,并与旋转破坏模型获得的结果进行了比较.研究结果表明:桩板墙结构中,抗滑桩应提供的抗力随边坡坡角增大而增大,随坡体材料抗剪强度增大而减小;边坡潜在滑移面埋深随坡体抗剪强度增大变浅;按新方法得到的潜在滑移面比基于旋转破坏模型获得的潜在滑移面更危险.
- 边坡稳定性 /
- 极限分析 /
- 多块体滑移理论 /
- 桩板墙
Abstract: In order to analyze the stability of a slope reinforced with sheet pile wall, based on the multi-wedge translation mechanism the upper bound method was applied to derive the expressions to calculate needed lateral force acting on piles to guarantee the stability of a slope. A new method was presented to analyze the stability of slopes reinforced with sheet pile wall. In addition, an example was given to illustrate the presented method, and the results were compared with those obtained using the rotation failure mechanism. The research results show that needed lateral force acting on piles increases as slope angle increases, and decrease as soil strength increases. The potential sliding surface becomes increasingly shallow as soil strength increases, and the potential sliding surface obtained using the presented method is more critical than that obtained using the rotation failure mechanism.
- slope stability /
- limit analysis /
- multi-wedge translation mechanism /
- sheet pile wall

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参考文献(14)

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文章访问数: 958
HTML全文浏览量: 71
PDF下载量: 499
被引次数: 0

桩板墙结构加固边坡的稳定性分析

doi: 10.3969/j.issn.0258-2724.2014.06.006

通讯作者: 何思明(1968-),男,研究员,博士,研究方向为地质灾害形成机理及其防治结构,E-mail:hsm112003@yahoo.com.cn

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Stability Analysis of Slopes Reinforced with Sheet Pile Wall

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通讯作者:
何思明(1968-),男,研究员,博士,研究方向为地质灾害形成机理及其防治结构,E-mail:hsm112003@yahoo.com.cn