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岩-煤-岩组合体破坏特征及冲击倾向性试验研究

牟宗龙 王浩 彭蓬 刘振江 杨晓晨

采矿与安全工程学报Issue(6):841-847,7.
采矿与安全工程学报Issue(6):841-847,7.

岩-煤-岩组合体破坏特征及冲击倾向性试验研究

Experimental research on failure characteristics and bursting liability of rock-coal-rock sample

牟宗龙 1王浩 2彭蓬 1刘振江 3杨晓晨1

作者信息

  • 1. 中国矿业大学矿业工程学院,深部煤炭资源开采教育部重点实验室,江苏 徐州 221116
  • 2. 兖矿集团有限公司博士后科研工作站,山东 邹城 273500
  • 3. 兖矿集团有限公司博士后科研工作站,山东 邹城 273500
  • 折叠

摘要

Abstract

In order to determine the bursting danger of mining zone, and to solve the limitation of coal and rock's bursting liability evaluation criterion, the stiffness values of coal’s post-peak and rock’s un-loading process are used to evaluate the steady and unsteady failure of rock-coal-rock sample based on the analysis of deformation, acceleration, stiffness and energy variation. The research results indicate that rock-coal-rock sample’s failure state is determined by the contrast relation of coal’s post-peak stiff-ness and rock’s stiffness. There is a point S on the coal’s stress-strain curve during the unloading process where the stiffness changing ratio satisfies the relation of λ′>kkmk ku , after which the 212+&&/[(12) ]&rock-coal-rock sample’s shall not keep the balance state, and the sample's failure will convert from sta-ble to instable state. The parameter α which is the ratio of the energy that roof and floor releases to that of coal releases is used as the index of bursting liability of rock-coal-rock sample. The results of seven sites’ samples from 2 mines indicate that there are 2 samples’ bursting liability is under the influence of roof and floor attribution. The model of rock-coal-rock sample can reflect the bursting liability of in-situ surrounding rock more accurately than that of only coal.

关键词

冲击矿压/冲击倾向性/岩-煤-岩组合体/失稳破坏判别

Key words

rock burst/bursting liability/rock-coal-rock sample/instable failure criterion

分类

矿业与冶金

引用本文复制引用

牟宗龙,王浩,彭蓬,刘振江,杨晓晨..岩-煤-岩组合体破坏特征及冲击倾向性试验研究[J].采矿与安全工程学报,2013,(6):841-847,7.

基金项目

国家“十二五”科技支撑计划项目(2012BAK09B01);国家自然科学基金项目(51104150);中国博士后科学基金项目(201104609) (2012BAK09B01)

采矿与安全工程学报

OA北大核心CSTPCD

1673-3363

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