Study on Surrounding Rock Classification Refinement of Railway Tunnel and Application
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    Abstract:

    For IV、V、VI levels of weak rock, because of different levels, The calculated load of tunnel surrounding rock according to the relevant specification was too different. Based on surrounding rock sub-classification method of current highway tunnel, the relation between the new surrounding rock classification and the elastic p-wave velocity refining that was used by railway tunnel was built. The phenomenon of elastic p-wave velocity cross overlap was avoided when surrounding rock classification was different in railway tunnel. For Ⅲ、V、V、VI levels of weak rock, the further refining was done by Vp in railway tunnel, in order to calculate primary support design pressure of surrounding rock, so the oversize difference of computation load value Between adjacent classification was avoided. Combining with a subway tunneling of Qingdao, comprehensive fuzzy identifying method is used to judge Surrounding rock classification level of refinement and adjust, which is more safe and economical for design and construction.

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牛富生,马亢,郭永建.铁路隧道围岩分级细化研究及应用[J].土木与环境工程学报(中英文),2013,35(Z1):81~86

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  • Online: July 16,2013
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