Hazard Control in Tunnelling and Underground Engineering  2020, Vol. 2 Issue (4): 65-73    DOI:
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The control technology of the large deformation in weak surrounding rock with extreme crustal stress for Muzhailing Tunnel
WANG Fushan
China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China
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Abstract  Based on the dynamic design of the large deformation of weak surrounding rock in Muzhailing Tunnel, the article introduced the special geological environment of the tunnel, analyzed the causes of the primary support intruding into tunnel structure gauge and the secondary lining cracking during construction, and studied the special measures to solve the problem of the large deformation in weak surrounding rock with extreme crustal stress, such as the multiple support system, enlargement of the advance heading for stress release, the reinforcement of long system anchor bolt(anchor cable), the reinforcement of invert steel truss and the setting of cushion structure. The engineering practice suggested, the technical countermeasures adopted were safe, reliable and effective, and the problems to be solved in construction were discussed, which could be used for reference in similar projects.
Key wordstunnel      geological environment      extreme crustal stress      weak surrounding rock      the large deformation      supporting system      special measures     
Published: 25 February 2021
ZTFLH:  U25  
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WANG Fushan
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WANG Fushan. The control technology of the large deformation in weak surrounding rock with extreme crustal stress for Muzhailing Tunnel[J]. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(4): 65-73.
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http://tunnel.sdujournals.com/EN/     OR     http://tunnel.sdujournals.com/EN/Y2020/V2/I4/65
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