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孔隙水压力对高应力软岩巷道稳定性影响的数值仿真

李建荣 李刚 王海东

煤矿安全2011,Vol.42Issue(12):12-14,3.
煤矿安全2011,Vol.42Issue(12):12-14,3.

孔隙水压力对高应力软岩巷道稳定性影响的数值仿真

Numerical Study on the Effect of Pore Water Pressure on Stability of Surrounding Rock of High Stress Soft Rock Roadway

李建荣 1李刚 2王海东3

作者信息

  • 1. 霍州煤电集团团柏煤矿,山西霍州031400
  • 2. 辽宁工程技术大学矿业学院,辽宁阜新123000
  • 3. 煤炭科学研究总院沈阳研究院,辽宁抚顺113122
  • 折叠

摘要

Abstract

In order to research the effect laws of pore water pressure on stability of surrounding rock of roadway of high stressed soft rocks in deep,the finite difference program is used to simulate the stability of surrounding rock with different pore water pressure and the distribution laws of water pressure.The results show that,Along with the pore water pressure increases,stress concentration value in surrounding rock and concentration range increases,the distance from the biggest stress concentration position to the mid-point of the roadway tends to gradually fixed value;And along with the pore water pressure increases,displacements of two sides measured resulted from pore water pressure than roof,roof is greater than floor,therefore,the key of surrounding rock with pore water pressure management is deformation of two sides control.

关键词

孔隙水压力/深部开采/高应力软岩/围岩稳定性/数值仿真

Key words

pore water pressure/deep mining/high stress soft rock/surrounding rock stability/numerical simulation

分类

矿业与冶金

引用本文复制引用

李建荣,李刚,王海东..孔隙水压力对高应力软岩巷道稳定性影响的数值仿真[J].煤矿安全,2011,42(12):12-14,3.

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