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Start Tunnelling Method of Tunnel with Big Cross Section Cutting Face |
ZHOU Shu-wing1, RFN Zheng-lu2 |
1. China Railway Tunnel Survey & Design Institute Co. Ltd, Luoyang, Henan 471009, China; 2. The 2nd Co. Ltd of China Railway Tunnel Group, Yanjiao, Hebei 065201, China |
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Abstract Research purposes: The summaries of start tunneling methods of tunnel with big cross section and cutting face in bad strata conditions are made for the purpose of how to solve the problems related to the key construction procedure so as to provide the reference to such construction.
Research results: It is necessary to take the different construction auxiliary measures from those for construction of tunnel main portal because of complicated landform of tunnel face, bad geological conditions and complicated stressed status of structure when the start tunneling is conducted for the tunnel with big cross section and cutting face. Some commonly used methods for start tunneling are presented, such as big pipe shed method, spreading cut and cover tunneling method, little pilot hole reverse construction method and counter pressure on strata method, and the analyses of start tunneling of the tunnel with big cross section and cutting face are made in combination with the construction practice in this paper.
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Received: 21 September 2006
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