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圆形巷道完整围岩最小支护阻力计算

陈彬 张向阳

山东煤炭科技Issue(12):66-68,3.
山东煤炭科技Issue(12):66-68,3.DOI:10.3969/j.issn.1005-2801.2016.12.028

圆形巷道完整围岩最小支护阻力计算

Calculation of minimum support resistance of intact surrounding rock in circular tunnel

陈彬 1张向阳2

作者信息

  • 1. 安徽理工大学能源与安全学院,安徽淮南 232001
  • 2. 煤矿安全高效开采省部共建教育部重点实验室,安徽淮南 232001
  • 折叠

摘要

Abstract

In order to study the critical condition of the stress drop of the ideal elastic-plastic model, the equivalent effect is introduced. The stress ifeld, displacement ifeld and equivalent strain of rock of circular tunnel are calculated based on the theory of elastic plasticity and Mohr-Coulomb principle. The rock is at the critical failure state when the equivalent strain is equal to the critical equivalent strain, and the support resistance is the minimum support resistance when the rock is not damaged. Providing some reference for the selection of resistance of roadway support.

关键词

理想弹塑性/圆形巷道/等效应变/最小支护阻力

Key words

ideal elastoplastic/circular tunnel/equivalent strain/support resistance

分类

矿业与冶金

引用本文复制引用

陈彬,张向阳..圆形巷道完整围岩最小支护阻力计算[J].山东煤炭科技,2016,(12):66-68,3.

基金项目

国家自然科学基金资助项目(51504007,51574007);安徽省高等学校省级自然科学研究重点资助项目(KJ2013A098);中国煤炭工业协会科学技术研究指导性计划项目(MTKJ2015-308);深井瓦斯抽采与围岩控制技术国家地方联合工程实验室开放基金资助项目(G201617)。 (MTKJ2015-308)

山东煤炭科技

1005-2801

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