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《Sichuan Building Science》 2008-04
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Reliability analysis and calculation of pre-reinforced-solidity pile

KANG Yin,LUO Shuxue,LI Qiang(School of Civil Engineering of Southwest Jiaotong University,Chengdu 610031,China)  
Foundation coefficient method,the present design method of pre-reinforced-solidity pile which is one of retaining engineering structures of railway subgrade,is a constant method in essence,in which there are many flaws.A new design method containing partial safety factor based on reliability is increasingly becoming popular.According to three failure models of pre-reinforced-solidity pile(flexural failure,sheared failure and soil failure),three limited state equations are developed.Then,target reliability indexs can be gained after writing C programe of M-C and calculating 22 piles.The result meets the requirement of design.
【CateGory Index】: TU473.1
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