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研究与探索

浅埋偏压隧道围岩渐进破坏机制分析

  • 邓之友 ,
  • 彭立敏 ,
  • 刘正初
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  • (1. 中南大学土木建筑学院, 长沙 410075; 2. 中铁二院昆明勘察设计研究院有限责任公司, 昆明 650200)
邓之友(1986—),男,山东济宁人,中南大学隧道专业在读硕士,现从事隧道设计工作。

收稿日期: 2011-10-11

  修回日期: 2012-02-08

  网络出版日期: 2012-05-03

Study on Progressive Failure Mechanisms of Rock Mass of  Asymmetricallyloaded Tunnel under Shallow Cover

  • DENG Zhi-You ,
  • BANG Li-Min ,
  • LIU Zheng-Chu
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  • (1. School of Civil Engineering, Central South University, Changsha 410075, China; 2. Kunming Survey &  Research Institute Co., Ltd. of China Railway Eryuan Engineering Group Co., Ltd., Kunming 650200, China)

Received date: 2011-10-11

  Revised date: 2012-02-08

  Online published: 2012-05-03

摘要

为了研究浅埋偏压隧道围岩的渐进破坏过程和破坏模式,为隧道支护参数的确定提供依据。运用自行研制的隧道模型试验装置,对浅埋偏压工况下单洞及小净距隧道的破坏过程和破坏模式进行研究。研究表明:浅埋偏压隧道的破坏模式可以看作岩体在重力作用下的坍塌破坏,且浅埋偏压隧道的偏压角度和围岩的力学参数决定了破坏体的规模和范围,破坏体的范围主要受偏压角度的影响。

本文引用格式

邓之友 , 彭立敏 , 刘正初 . 浅埋偏压隧道围岩渐进破坏机制分析[J]. 隧道建设, 2012 , 32(2) : 150 -155 . DOI: 10.3973/j.issn.1672-741X.2012.02.004

Abstract

The failure process and failure modes of shallowcovered and asymmetricallyloaded singletube tunnels or shallowcovered and asymmetricallyloaded tunnels with small net spacing are studied by means of selfdeveloped tunnel model testing facilities. The study results show that the failure of shallowcovered and asymmetricallyloaded tunnels can be regarded as the collapse failure under the action of gravity, the scale and scope of the failure depend on the asymmetrical loading angle of the shallowcovered and asymmetricallyloaded tunnel and depend on the mechanical parameters of the rock mass, with the scope of the failure mainly depending on the asymmetrical loading angle.
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