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软弱煤层巷道围岩位移监测与数值模拟分析
引用本文:吕春峰,王芝银,惠兴田. 软弱煤层巷道围岩位移监测与数值模拟分析[J]. 西安科技大学学报, 2002, 22(3): 264-267
作者姓名:吕春峰  王芝银  惠兴田
作者单位:西安科技学院,建筑与土木工程学院,陕西,西安,710054
摘    要:软弱煤层巷道的稳定性对煤矿正常安全生产起着重要作用。本文通过对软弱煤层巷道进行位移实测及数据分析 ,得到了西部某矿软弱煤层巷道围岩变形达破坏所需的时间和可能的变形松动区域。其中 ,顶、底板和两帮位移范围相互各异 ;采用有限元法的模拟结果与实测结论基本吻合 ,为软弱煤层巷道锚喷支护设计提供一定参考

关 键 词:软弱  围岩  位移  数值模拟
文章编号:1671-1912(2002)03-0264-04
修稿时间:2001-10-11

Displacement measurement of surrounding rock in soft-weak coal layer opening and its numerical simulation
LU Chun feng,WANG Zhi yin,HUI Xing tian. Displacement measurement of surrounding rock in soft-weak coal layer opening and its numerical simulation[J]. JOurnal of XI’an University of Science and Technology, 2002, 22(3): 264-267
Authors:LU Chun feng  WANG Zhi yin  HUI Xing tian
Abstract:The opening stability in soft weak coal layer is important to the safe production in a mine. The time to produce damage deformation in surrounding rock and possible loosening area are obtained by analyzing in situ measurement of displacement in soft weak coal layer. The deformation regions are different in the roof, the floor and the two side of opening. The results from finite element analysis are basically identical with in situ measurement results, and some references are supplied for bolt shotcrete support design in soft weak coal layer opening.
Keywords:soft weak  surrounding rock  deformation  numerical simulation
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