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复杂构造应力采区沿空掘巷非对称支护研究

周钢 王鹏举 邹长磊 王浩 王超

采矿与安全工程学报Issue(6):901-906,6.
采矿与安全工程学报Issue(6):901-906,6.

复杂构造应力采区沿空掘巷非对称支护研究

Asymmetric supporting research of gob-side entry driving in complex tectonic stress mining area

周钢 1王鹏举 1邹长磊 1王浩 1王超1

作者信息

  • 1. 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116
  • 折叠

摘要

Abstract

When the working face is in the complex tectonic stress area,in order to determine the area ground stress condition,the method of stress relief is used to determine the region of high stress mainly constituted by tectonic stress. Based on the in-situ stress test results,the stress intensity and direction are used to load the initial ground stress in the numerical calculation model, which effectively reduces the error of the simulation results without considering the tectonic stress.Combined with evolution me-chanism of deformation and stress along the empty roadway, asymmetric supporting parameters has been designed.Using special anchor fastening shoulder artifacts effectively can reduce the chances of fracture anchor cables and improve the quality of the anchor cable bearing quality.The results of the industrial test and the rock pressure indicates that the asymmetric support scheme supporting effect is good in the complex tectonic stress mining area and has a remarkable economic and social benefit.

关键词

复杂构造应力区/沿空掘巷/非对称支护/地应力测试

Key words

complex high stress mining area/gob-side entry driving/asymmetric supporting/in-situ stress test

分类

矿业与冶金

引用本文复制引用

周钢,王鹏举,邹长磊,王浩,王超..复杂构造应力采区沿空掘巷非对称支护研究[J].采矿与安全工程学报,2014,(6):901-906,6.

基金项目

国家自然科学基金项目(51174196) (51174196)

采矿与安全工程学报

OA北大核心CSCDCSTPCD

1673-3363

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