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开滦矿区吕家坨矿现今构造应力场的三维有限元数值模拟
引用本文:李泽光,胡社荣,张喜臣,何理祥.开滦矿区吕家坨矿现今构造应力场的三维有限元数值模拟[J].水文地质工程地质,2002,29(2):18-21.
作者姓名:李泽光  胡社荣  张喜臣  何理祥
作者单位:中国矿业大学北京校区,北京,100083
摘    要:本文在前人对吕家坨矿进行矿井构造、水文地质、巷道变形等研究的基础上,结合该地区的震源机制解及有关的应力实测值,对矿区现今构造应力场进行了三维数值模拟,并对模拟结果进行了线性回归分析,得到了与现实较为符合的结论,为更合理的巷道布置和更经济而安全的巷道支护提供依据。

关 键 词:有限元  回归分析  构造应力场  水文地质  巷道变形  开滦矿区  矿井构造  震源机制解
文章编号:1000-3665(2002)02-0018-04
修稿时间:2001年8月2日

3-D numerical simulation of current tectonic stress field in Lvjiatuo coal mine in Kailuan
LI Ze-guang et al..3-D numerical simulation of current tectonic stress field in Lvjiatuo coal mine in Kailuan[J].Hydrogeology and Engineering Geology,2002,29(2):18-21.
Authors:LI Ze-guang
Institution:LI Ze-guang et al.
Abstract:Based on the fromer study of mine tectonic,hydrology,tunnel deformation,etc.,3-D numerical simulation of current tectonic stress field of Lvjiatuo coal mine was done in this thesis,combining with local hypocenter mechanism solve and relational stress in-situ measuring value.Regression analysis has been done to the simulation result,and the reasonable results are gained.Those will offer dependence for disposing the tunnels more rational and making tunnel supporting more economical and safer.
Keywords:finite element  stress field  regression analysis
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