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岩溶回填改善地下洞室群围岩稳定性的数值分析
引用本文:付敬,丁秀丽,张练.岩溶回填改善地下洞室群围岩稳定性的数值分析[J].长江科学院院报,2006,23(4):47-50.
作者姓名:付敬  丁秀丽  张练
作者单位:长江科学院,岩基研究所,武汉,430010;长江科学院,岩基研究所,武汉,430010;长江科学院,岩基研究所,武汉,430010
摘    要:岩溶是石灰岩地区地下水作用的过程与结果,是隧道洞室所面临的不良地质现象之一。结合岩溶系统区域内大型地下电站的建设,采用显式有 限差分法模拟地下厂房的施工开挖,分析了岩溶系统对地下厂房洞室群围岩稳定性的影响,
评价了溶洞回填处理措施的加固效果。

关 键 词:岩溶回填  地下洞室  围岩  稳定性评价
文章编号:1001-5485(2006)04-0047-04
收稿时间:2006-06-21
修稿时间:2006-06-21

Numerical Analysis on Improvement of Stability of Underground Grotto Group Surrounding Rock Mass with Filling in Karst Regions
FU Jing,DING Xiu-li,ZHANG Lian.Numerical Analysis on Improvement of Stability of Underground Grotto Group Surrounding Rock Mass with Filling in Karst Regions[J].Journal of Yangtze River Scientific Research Institute,2006,23(4):47-50.
Authors:FU Jing  DING Xiu-li  ZHANG Lian
Institution:Yangtze River Scientific Research Institute, Wuhan 430019,China
Abstract:Karst is a process and result of groundwater geologic function and one of bad geological phenomena to tunnel grotto construction. In combination with the construction of the large underground power plants in a karst region, the stability of surrounding rock mass is studied with 3D explicit finite difference method. This paper analyzes the influence of surrounding rock mass stability with karst on underground power houses, and evaluates the reinforcing effect of underground grotto group with filling up.
Keywords:karst filled  underground grotto group  surrounding rock mass  stability evaluation
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