Study on full coupling analysis method for stability of underground roadway engineering based on RES
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Study on full coupling analysis method for stability of underground roadway engineering based on RES
Vol. 29, Issue 6, (2008)
作者机构:
1. 金属矿山高效开采与安全教育部重点实验室,北京,100083
2. 北京科技大学 土木与环境工程学院,北京,100083
3. 河南工业大学 土木建筑学院,郑州,450000
作者简介:
基金信息:
DOI:
CLC:TU322
Online First:15 July 2013,
Published:2008
稿件说明:
移动端阅览
YU Wei-jian, GAO Gian, HAN Yang, et al. Study on full coupling analysis method for stability of underground roadway engineering based on RES[J]. 2008, 29(6).
DOI:
YU Wei-jian, GAO Gian, HAN Yang, et al. Study on full coupling analysis method for stability of underground roadway engineering based on RES[J]. 2008, 29(6).DOI:
Study on full coupling analysis method for stability of underground roadway engineering based on RES
a full coupling analysis method and optimization design idea for the stability problem of underground roadway engineering are put forward. At first
the full coupling analysis method and flow are described briefly; and then collecting twenty-seven lithology samples. Global interaction matrix (GIM)of roadway had been made up by artificial network coding method; and the main influential factors and effect mechanisms had been analyzed. And then the stability evaluation parameters are proposed from the results of stabilization capability analysis; and the stability state ranges are given. At last
taking Shaqu Coal Mine for example
stabilization analysis and supporting optimization design are made; and the Q system is applied to appraise rock body quality for contrast analyze and validate the design result. All the results show that the full coupling analysis method has practical value for stability analysis and supporting design.