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西龙池抽水蓄能电站地下厂房随机块体稳定性分析
引用本文:朱晟,张发明,庞正江,徐爱忠,杜建刚.西龙池抽水蓄能电站地下厂房随机块体稳定性分析[J].岩石力学与工程学报,2005,24(14):2513-2517.
作者姓名:朱晟  张发明  庞正江  徐爱忠  杜建刚
作者单位:1. 河海大学,水利水电工程学院,江苏,南京,210098
2. 北京国电水利电力工程有限公司,北京,100014
摘    要:基于三维裂隙网络模拟技术和块体理论,对山西省西龙池抽水蓄能电站地下厂房进行了随机块体的稳定分析与预测。验算了系统锚喷支护对不稳定块体的支护效果,论证了不稳定块体的加固措施和支护参数的合理性,为工程设计和施工提供了可靠的依据。

关 键 词:岩石力学  三维裂隙模拟  随机块体  支护验算  稳定性分析
文章编号:1000-6915(2005)14-2513-05
收稿时间:2004-4-11
修稿时间:2004-5-26

STABILITY ANALYSIS OF RANDOM BLOCK ROCK OF UNDERGROUND POWER HOUSES OF XILONGCHI PUMPED STORAGE PLANT
ZHU Sheng,ZHANG Fa-ming,PANG Zheng-jiang,XU Ai-zhong,DU Jian-gang.STABILITY ANALYSIS OF RANDOM BLOCK ROCK OF UNDERGROUND POWER HOUSES OF XILONGCHI PUMPED STORAGE PLANT[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(14):2513-2517.
Authors:ZHU Sheng  ZHANG Fa-ming  PANG Zheng-jiang  XU Ai-zhong  DU Jian-gang
Affiliation:ZHU Sheng1,ZHANG Fa-ming1,PANG Zheng-jiang1,XU Ai-zhong2,DU Jian-gang2
Abstract:Stability analysis of random block rock of underground power houses of Xilongchi Pumped Storage Plant is carried out by three-dimensional fissure network simulation technique and block theory;and effectiveness of anchoring support on instable block rock is checked.The rationality of reinforcement scheme and anchoring support parameters are proved.The results provide a reliable basis for project design and construction.
Keywords:rock mechanics  three-dimensional fissure simulation  random block rock  checking computation of supporting design  stability analysis  
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