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《Chinese Journal of Underground Space and Engineering》 2006-03
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Application of FLAC in the Stability Analysis of Tieshanping Tunnel Surrounding Rock

YAN Chun-ling~1,DING De-xing~1,CUI Zhen-dong~2,BI Zhong-wei~2(1.School of Architectural Engineering,Resources and Environment,Nanhua University,Hengyang 421001,P.R.China;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China)  
The problem about the stability of tunnel surrounding rock is always an important research object of geotechnical engineering,and the right or wrong of the result from stability analysis on surrounding rock is related to success or failure of an underground project.This paper mainly introduces algorithmic procedure of FLAC,meshed partition,data importation and resulting analysis,the stability of surrounding rock is judged by the stress,displacement and maximal unbalanced force and the change rate of displacement of arch with the steps,taking the Tieshanping tunnel as an example.It comes to a conclusion that FLAC is very effective in analyzing the stability of Tieshanping tunnel surrounding rock.This is going to be a reference to tunnel supporting design.
【CateGory Index】: U451.2
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