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锦屏二级水电站引水隧洞区域三维初始地应力场反演回归分析
引用本文:陈秀铜,李璐.锦屏二级水电站引水隧洞区域三维初始地应力场反演回归分析[J].水文地质工程地质,2007,34(6):55-58,75.
作者姓名:陈秀铜  李璐
作者单位:1. 武汉大学水利水电学院,武汉,430072;二滩水电开发有限责任公司,成都,610021
2. 西南石油大学建筑工程学院,成都,610500
摘    要:本文采用三维有限元法对锦屏二级水电站引水隧洞区域的三维初始地应力场进行了反演回归分析,实测点处地应力计算值与实测值吻合较好,表明经过回归得到的地应力场是合理的,可为隧洞设计、稳定性分析和确定合理的施工方案提供基础性资料和科学依据。

关 键 词:三维有限元  初始地应力场  回归分析  引水隧洞
文章编号:1000-3665(2007)06-0055-04
修稿时间:2007-03-132007-06-13

Inverse analysis of initial field stress for Jinping-2 hydropower station tunnel area
CHEN Xiu-tong,LI Lu.Inverse analysis of initial field stress for Jinping-2 hydropower station tunnel area[J].Hydrogeology and Engineering Geology,2007,34(6):55-58,75.
Authors:CHEN Xiu-tong  LI Lu
Institution:1. School of Water Resource and Hydropower, Wuhan University, Wuhan 430072, China ; 2. Ertan Hydropower Development Company Ltd., Chengdu 610021, China ; 3. College of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu 610500, China
Abstract:In this paper,three dimensional finite element method is applied to the inverse analysis of initial field stress for Jinping-2 hydropower station tunnel area.The calculated and measured values are consistent at the measured point,which shows that field stress inversion is reasonable.It can be taken to the basis of follow-up tunnel design and stability analysis.
Keywords:3D finite element analysis  initial field stress  inverse analysis  hydropower tunnel
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