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水电站地下洞群监测系统设计及围岩稳定性分析
引用本文:王克忠,李道田,徐海清,闫运雷,苗怀军.水电站地下洞群监测系统设计及围岩稳定性分析[J].水电能源科学,2007,25(5):66-68,158.
作者姓名:王克忠  李道田  徐海清  闫运雷  苗怀军
作者单位:1. 清华大学,水沙科学与水利水电工程国家重点实验室,北京,100084
2. 山东水利勘测设计院,山东,济南,271810
3. 山东水利工程总公司,山东,兖州,272100
摘    要:对复杂变化地质环境下的主厂房围岩进行了各种因素作用下的综合稳定分析,并依据多种测试手段,对开挖后围岩的稳定性和变形进行实时监测,掌握了洞室层状围岩变形破坏特征。研究了围岩的动态力学特征和变形规律,得出了有益的结论,对施工开挖方案的优化具有重要参考价值。

关 键 词:洞室  围岩稳定性  数值模拟  层状复合岩体
文章编号:1000-7709(2007)05-0066-04
收稿时间:2007/4/10 0:00:00
修稿时间:2007-04-102007-05-15

Monitoring System Design and Stability Analysis of Surrounding Rock for Hydropower Station Underground Houses
WANG Kezhong,LI Daotian,XU Haiqing,YAN Yunlei,MIAO Huaijun.Monitoring System Design and Stability Analysis of Surrounding Rock for Hydropower Station Underground Houses[J].International Journal Hydroelectric Energy,2007,25(5):66-68,158.
Authors:WANG Kezhong  LI Daotian  XU Haiqing  YAN Yunlei  MIAO Huaijun
Affiliation:1. State Key Laboratory of Hydroscience and Eng. , Tsinghua Univ. ,Beijing 100084, China ; 2. Shandong Investigation and Design Institute of Water Conservancy, Jinan 271810,China ; 3. Shandong Water Eng. Corporation,Yanzhou 250061 ,China
Abstract:The comprehensive stability of the rockmass influenced by various factors in complex geological environment is analyzed.The stability and deformation of surrounding rockmass are monitored on-line using several measurements.The destroyed characteristics of layer composite rockmass deformation are obtained.The dynamic mechanical properties and distorted rules of the surrounding rockmass are analyzed and some good conclusions are given.The results provide a reliable basis for project construction.
Keywords:underground excavation  stability of surrounding rockmass  numerical simulation  layer composite rock mass
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