ISSN 2096-4498

   CN 44-1745/U

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Mechanism of Rockburst of Qamchiq Tunnel in Uzbekistan

  • DENG Wei ,
  • LIU Chengyu ,
  • LI Hongjun ,
  • GUO Zhiwu
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  • (1. The First Construction Division Co., Ltd. of China Railway Tunnel Group, Chongqing 401123, China; 2. Fuzhou University, Fuzhou 350116, Fujian, China; 3. China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China)

Received date: 2015-06-23

  Revised date: 2015-08-08

  Online published: 2016-03-30

Abstract

The rockburst mechanism of Qamchiq tunnel on Angren to Pop railway in Uzbekistan is analyzed on the basis of rockburst laws and the geological conditions of the tunnel. The study results show: 1) The surrounding rocks (granodiorite and syenite porphyry) and horizontal residual tectonic stress in the surrounding rocks are the main causes for the rockburst of Qamchiq tunnel. 2) The rockburst occurs to the tunnel beneath the cover depth of 40 m. 3) The rockburst occurs to the crownhance is mainly related to the maximum principal stress (horizontal ground stress). 4) The rockburst mode of the tunnel can be divided into 4 types, i.e. fiaky rock ejection, breakdown of nearly horizontal bedded rock, rock breakout+rock collapse and platy rock breakdown in side wall.

Cite this article

DENG Wei , LIU Chengyu , LI Hongjun , GUO Zhiwu . Mechanism of Rockburst of Qamchiq Tunnel in Uzbekistan[J]. Tunnel Construction, 2016 , 36(3) : 275 -281 . DOI: 10.3973/j.issn.1672-741X.2016.03.005

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