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《Chinese Journal of Underground Space and Engineering》 2008-02
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Study on Design Method of Lining Internal Forces of Shield Tunnel under-across Railway

YUAN Jian-yi,ZHOU Shun-hua,GONG Quan-mei(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200331,China)  
On the basis of detailed analysis on free-form deformation ring method and elastic foundation beam method which are widely used in the shield tunnel lining design at present,a new segment lining internal force design method is put forward for calculating the moment and axis force converting coefficient by combining free-form deformation ring method and elastic foundation beam method with considering the deviatoric dynamic stress caused by train load on segment lining.As an example,the calculation of the lining of shield tunnel passing under-across the existing main railway line in Shanghai metro network is discussed.
【CateGory Index】: U451.4
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