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基于均匀设计法的地下硐室位移反分析
引用本文:汤华 葛修润 姜飞 王浩. 基于均匀设计法的地下硐室位移反分析[J]. 矿业研究与开发, 2007, 27(4): 17-20
作者姓名:汤华 葛修润 姜飞 王浩
作者单位:中国科学院,武汉岩土力学研究所,湖北,武汉,430071;中南电力设计院,湖北,武汉,430071
摘    要:基于均匀设计理论,对小湾水电工程地下硐室位移进行反分析,获得了地下厂房附近区域的材料参数和地应力大小,在此基础上,对厂房硐室的后期开挖进行了预演,预测结果与实际监测结果一致,从而证明均匀设计法在地下工程位移反分析中具有较高的实用价值和广阔的应用前景。

关 键 词:均匀设计法  有限元  位移反分析  地下硐室  位移监测
文章编号:1005-2763(2007)04-0017-04
修稿时间:2005-12-26

Back-Analysis of Displacement of Underground Chamber based on Uniform Design Method
Tang Hu,Ge Xiurun,Jiang Fei,Wang Hao. Back-Analysis of Displacement of Underground Chamber based on Uniform Design Method[J]. Mining Research and Development, 2007, 27(4): 17-20
Authors:Tang Hu  Ge Xiurun  Jiang Fei  Wang Hao
Affiliation:1. Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071 China; 2, Central Southern Electric Power Design Institute, Wuhan, Hubei 730071, China
Abstract:Based on uniform design method,through back-analysis of displacement of underground chamber for Xiaowan Hydropower Project,the material parameters and stress field of rock near underground chamber are acquired,and the displacements of the chamber during the late excavation are pre-estimated,pre-estimated results are consistent with the real monitored results.It is proved that uniform design method has relatively high practical value and an extensive prospect of application in displacement back-analysis of underground engineering.
Keywords:Uniform design method  Finite element method  Displacement back-analysis  Underground chamber  Displacement monitor
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