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《Chinese Journal of Underground Space and Engineering》 2008-03
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Mutation Theoretical Analysis of Tunnel Surrounding Rock Instability

WANG Xin-fei~1 WANG Wen-guang~1 LIU Xin-rong~2 KANG Yong~3 (1.South Branch of Chongqing Express Development Co.,Ltd,Chongqing 400000,China;2.College of Civil Engineering,Chongqing University,Chongqing 400030,China;3.College of Resources and Environment Science,Chongqing University,Chongqing 400030,China)  
Mechanism of tunnel surrounding rock collapse was studied and the mutation model built in this paper was proved to be a valid method to explain the phenomena of collapse in case of tunnel excavation through soft rock mass.Based on the model,the effect of the parameters such as stiffness,intenerating coefficient affected by water, and geometry-mechanic relationship was studied,the analysis showed that these parameters had great influence on the soft rock mass stability,the point at intersection collection could be considered as the point of system instability, when outer condition and inner property changed,the system could span the intersection collection and became insta- ble.Then the measures for soft rock mass collapse control in deep-buried tunnel such as prevention and cure of groundwater,pre-supporting,control blasting and monitoring was put forward and a good guide to the tunnel construc- tion could be provided.
【Fund】: 国家自然科学重点基金(50334060)资助项目;; 教育部“新世纪人才支持计划”(NCET-05-0763)
【CateGory Index】: U451.2
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