Numerical modeling of flexural deformation of laneway in layered rock mass

WANG Qi-yao1; JIANG Zhen-wei2; YANG Lin-de3

doi:10.16285/j.rsm.2006.07.016

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Numerical modeling of flexural deformation of laneway in layered rock mass

更新时间：2026-06-25

- Numerical modeling of flexural deformation of laneway in layered rock mass
- Issue 7, Pages: 1101-1104(2006)
- 作者机构：
  
  1. 长安大学建筑工程学院
  2. 长安大学地测学院
  3. 同济大学地下建筑与工程系
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.07.016
  CLC： TD322
- Published：2006
- 稿件说明：
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[1]王启耀,蒋臻蔚,杨林德.层状岩体巷道弯曲变形的有限元模拟[J].岩土力学,2006(07):1101-1104.

WANG Qi-yao1, JIANG Zhen-wei2, YANG Lin-de3. Numerical modeling of flexural deformation of laneway in layered rock mass[J]. 2006, (7): 1101-1104.
[1]王启耀,蒋臻蔚,杨林德.层状岩体巷道弯曲变形的有限元模拟[J].岩土力学,2006(07):1101-1104. DOI： 10.16285/j.rsm.2006.07.016.

WANG Qi-yao1, JIANG Zhen-wei2, YANG Lin-de3. Numerical modeling of flexural deformation of laneway in layered rock mass[J]. 2006, (7): 1101-1104. DOI： 10.16285/j.rsm.2006.07.016.

摘要

在缓倾斜或水平层状岩体中开挖巷道时巷道顶底板弯曲变形和破坏的问题十分突出

巷道往往因这些部位发生过大变形而率先破坏

导致结构的整体失稳。根据层状岩体的特点

分析了其弯曲变形破坏的机理和条件

利用考虑偶应力的Cosserat介质理论

基于Matlab平台编制了相应的计算程序

对水平层状岩体巷道的变形特征及影响因素进行了模拟研究

结果表明Cosserat理论对层状岩体巷道的开挖模拟是适用的

而且简便。

Abstract

The problem of flexural deformation and failure of the roof of laneway is prominet when a laneway is excavated in horizontal layered rock mass.Customarily

the deformation of roof is so large that it failures first and thus leads to the whole structure collapse.According to its special characters of flexural deformation and failure mechanism

the authors write a program with Matlab based on cosserats’ theory.By using the program

the deformation character and influencing factors are studied.The result indicates that the cosserats’ theory is suitable to simulating the laneway excavating in layered rock mass;and it is simple and convenient.

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Related Institution

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