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冲击地压巷道围岩支护作用动力学分析

唐治 潘一山 王凯兴

岩土工程学报Issue(8):1532-1538,7.
岩土工程学报Issue(8):1532-1538,7.DOI:10.11779/CJGE201508025

冲击地压巷道围岩支护作用动力学分析

Dynamic analysis of support for surrounding rock of rockburst roadway

唐治 1潘一山 2王凯兴3

作者信息

  • 1. 辽宁工程技术大学矿山安全技术装备研究院,辽宁阜新 123000
  • 2. 辽宁工程技术大学力学与工程学院,辽宁阜新 123000
  • 3. 辽宁工程技术大学力学与工程学院,辽宁阜新 123000
  • 折叠

摘要

Abstract

A dynamic model for the support for surrounding rock of rockburst roadway is established. The overlying rock layer is simplified as the block composed of multiple mass blocks, the rock mass simplified as the rigid body, the connection between rocks simplified as the Kelvin-Voigt model, the supporting system simplified as the spring and energy dissipation damper, and the initial rock is subjected to impacting load. The supporting system is a conventional supporting system when the damping is 0. And it is an energy absorption supporting system when damping is greater than 0. The dynamic model is analyzed. The results show that the acceleration and displacement amplitude of the surrounding rock of the roadway under impact loading can be greatly reduced by enhancing support and improving supporting strength. Adding damping component in the supporting system is conducive to quelling the vibration of the surrounding rocks quickly, enhancing the anti-impact capacity of supports and improving the stability of the surrounding rocks. The high strength energy absorption support is put forward to prevent and control the rockburst roadway .

关键词

冲击地压/动力学模型/围岩支护/吸能防冲

Key words

rockburst/dynamic model/rock support/energy absorption and anti-impact

分类

矿业与冶金

引用本文复制引用

唐治,潘一山,王凯兴..冲击地压巷道围岩支护作用动力学分析[J].岩土工程学报,2015,(8):1532-1538,7.

基金项目

辽宁省教育厅科技研究项目(L2015218);国家自然科学基金青年项目 (L2015218)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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