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《Chinese Journal of Underground Space and Engineering》 2009-05
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Reliability Analysis of the Tunnel and Determination of Its Index Based on Response Surface Method

HOU Gong-yu1,HAN Ru2,HUANG Xiang-zhong3(1.School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,P.R.China;2.Geostructure international PTE Ltd,BLK 203 03-61,Hougang St.21,Singapore;3.MCC Real Estate Co.,LTD,Beijing 100061)  
With the fast growth of the national economy,the technology on the tunnel in China is mature more and more.But at present the design of the first lining of the tunnel mainly depends on experience and the field monitoring data,and the target reliability index is not given definitely in the criterion.So aiming at this,this paper analyses the structure reliability of the first lining of the Dayao mountain tunnel by the structure model of soil layer.Firstly,it analyses and accounts the statistical characteristics of the variables.Then,it calculates the stress of the first lining of tunnel by the software of the "Tongji Shuguang" in the rock class Ⅲ,combining Response Surface method to deduce the performance function.And the statistical characteristics of the action effect and the resistance are given.The reliability index is calculated by the first order second moment and MATLAB software.The target reliability index in the rock Ⅲ is given by the calibration method.
【CateGory Index】: U451
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