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- W2384355300 abstract "Based on the layered foundation and the hyperbolic model,using Mindlin's equation and pile-soil interaction principle,a load-transfer modified method is presented.With the advantage of Lee method and hyperbolic function,the character of soil horizontal continuity can be applied.With the combination of horizontal continuity and vertical continuity,the modified load transfer method is presented.The result of calculation with computer program is close to measured data.The SPT of soil layers are small,and the deformation may takes place easily.When the load is high,there will be slippage between pile and soil around pile.This modified method can overcome restrictions of the original single pile's load-transfer method.The comparison of presented modified method,no-modified method and vertical modified method shows that the presented method has advantage than others,it can reflect the character of single pile loading,and can be used for pile group analysis." @default.
- W2384355300 created "2016-06-24" @default.
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- W2384355300 date "2007-01-01" @default.
- W2384355300 modified "2023-09-28" @default.
- W2384355300 title "Analysis of Single Pile's Load Transfer Improvement Method" @default.
- W2384355300 hasPublicationYear "2007" @default.
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