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- W2369028657 abstract "Based on the application study of large diameter bored piles(LDBPs)used in bridge engineering and utilizing the data of static loaded tests and pile shaft testing,one hybrid method of finite element analysis of rod structure coupling with load transfer approach for single piles settlement was established in the result from the analysis of the methodology of predicting settlement of single piles in a systematic way. One program SPSA1 written in Fortran had been realized triumphantly. In the methodology of predicting settlement of single piles hereinbefore,the non-linear behavior of the relationship of stress and strain in the interface between pile shaft and media surrounding it was described by the Trilinear Model,and the softening characteristic of the relationship had be taken into account due to modification of initial stress technique in FEM. The non linear behavior of pile shaft material exerting influence on the single piles settlement was discussed. The documentation gives guidance for future research and development of the design criterion for LDBPs." @default.
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- W2369028657 date "2003-01-01" @default.
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- W2369028657 title "An Analysis of settlement of single piles in cohesive soils" @default.
- W2369028657 hasPublicationYear "2003" @default.
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