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《Journal of Mining & Safety Engineering》 2011-02
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Design and Analysis of Tunnel Lining Structure Based on Reliability Theory and Matlab

ZHANG Dao-bing1,2,YANG Xiao-li1,ZHU Chuan-qu2(1.School of Civil Engineering & Architecture,Central South University,Changsha,Hunan 410075,China;2.School of Energy & Safety Engineering,Hunan University of Science & Technology,Xiangtan,Hunan 411201,China)  
Aiming at the characteristic that the limit state functions are highly nonlinear and that the parameters are random,we put forward a new design method of tunnel lining structure based on the method of Monte-carlo in Matlab.This design method,with a high precision,is not only simple in programing and quick in calculation,but also not being limited by nonlinearity of limit state equations and by non-normal random variables.Then we put forward the design procedures and examples.Besides,the relationship between parameters and reliability is established,and the methods of improving the reliability of tunnel lining structure analyzed,which provides a scientific evidence for the design and optimization of tunnel lining parameters.The results show that the calculation use this method is more scientific,more economical,and more efficient,compared with the conventional empirical analysis method and the safety factor method.
【Fund】: 国家自然科学基金项目(50874042)
【CateGory Index】: U451.4
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