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Study on partial factors of bearing capacity of composite foundation improved by flexible piles

QIN Jian-qing~1,YUE Jian-yong~2〖HJ〗(1.Shanghai Water & Environment Construction Co.Ltd.,Shanghai 201203,China;2.Shanghai Institute of Architectural Design & Research Co.Ltd.,Shanghai 200092,China)  
Based on replacement ratio composite method in bearing capacity calculation formula,the bearing capacity partial factors have been studied,in which the complete reliability analysis and incomplete reliability analysis methods have been adopted respectively.Furthermore,the sensitive analysis for different factors has been carried out.
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