[1]张九灵,王运生,段海澎.太平湖大桥铜陵岸工程边坡稳定性分析[J].水土保持研究,2007,14(01):167-169.
　ZHANG Jiu-ling,WANG Yun-sheng,DUAN Hai-peng.The Stability Analysis of the Engineering Slope on Tongling Bank of Taipinghu Bridge[J].Research of Soil and Water Conservation,2007,14(01):167-169.
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太平湖大桥铜陵岸工程边坡稳定性分析

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 14 期数: 2007年01期 页码: 167-169 栏目: 出版日期: 1900-01-01
Title:
The Stability Analysis of the Engineering Slope on Tongling Bank of Taipinghu Bridge
作者:
张九灵1, 王运生1, 段海澎2
成都理工大学地质灾害防治与地质环境保护国家专业实验室, 成都 610059
Author(s):
ZHANG Jiu-ling1, WANG Yun-sheng1, DUAN Hai-peng2
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
关键词:
边坡; 开挖; 支护; 稳定性分析; 数值模拟
Keywords:
slope; excavation; retaining system; stability analysis; numerical simulation
分类号:
P642.2;TU413.62
摘要:
太平湖大桥铜陵岸结构面发育，边坡开挖后是否稳定倍受关注。在现场原型调查的基础上，运用3D-FLAC软件对边坡开挖及支护后的变形情况进行了数值模拟。结果表明：边坡开挖后变形较为明显，采取支护措施后变形明显收敛并趋于稳定。模拟结果与实际监测资料基本吻合，说明现场所采用的支护措施是可行的。
Abstract:
The structural surfaces are well developed in the slope on Tongling bank of Taiping lake, its stabilization after excavating is much concerned. Based on the field investigation, 3D-FLAC is applied to simulate and analyze the deformation of the slope after it was excavated and retained. The result shows that its deformation after excavating is obvious, but the deformation is convergent and will be stable when the slope has been retained. The simulation and the monitor data of the scene matches well. Therefore, the retaining measure is feasible.

参考文献/References:

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备注/Memo

收稿日期:2006-3-16;改回日期:。
基金项目:“中国西部深切河谷谷底松弛带形成机理及其工程效应”资助（40472143/D0214）
作者简介:张九灵（1980- ），女，成都理工大学硕士研究生，专业方向地质环境评价与保护。

更新日期/Last Update: 1900-01-01