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《Journal of Water Resources and Architectural Engineering》 2010-04
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Research on Dynamic Design Method for Surrounding Rock Bolting of Large Underground Cavern

SHI Guang-bin1,2,3,BAI Jun-guang2,GUO Jin-ping3(1.Graduate Student Institute,Chinese Academy of Sciences,Beijing 100049, China;2.Northwest Investigation and Design Institute,China Hydropower Consultant Group,Xi′an,Shaanxi 710065,China;3.Xi'an University of Architecture and Technology,Xi'an,Shaanxi 710054,China)  
Along with the development of hydropower construction,the scale of underground cavern for power generation is more and more large,and its geological conditions are more and more complex.So the single analysis method already could not satisfy the needs for the anchor stability analysis of surrounding rocks of the cavern,the comprehensive analysis system for surrounding rock bolting should be set up.Here,combining with the design process of the surrounding rock bolting for the large underground cavern in Laxiwa Hydropower Station,the dynamic design method of surrounding rock bolting for the large underground cavern is proposed,which is applied in the design for surrounding rock supporting of this project successfully,receiving a good economic and social benefits.The practice proves that this analysis system could better solve the problems in the design for surrounding rock anchoring of large underground caverns.
【CateGory Index】: TV223
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