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- W2362977145 abstract "Based on the study and analysis for a variety of single pile,a new calculating theory for single pile is put forward.To compare with former calculating methods of load transfer for single pile,some improvements are made as followe:(1)The generalized load transfer model is used for pile-side and pile-tip;(2)The Rusch model of concrete is introduced to consider the elastic-plastic characteristics of pile shaft under the heavy load;(3)The Mindlin's solution is coupled up to calculate the settlement in pile-tip caused by the pile-side's friction resistance.Therefore,the calculating method of load-settlement relation for single pile is being perfected theoretically.On the basis of load transfer method,the calculating method is used to multilayer soil foundations,thus make the method more unified and accurate." @default.
- W2362977145 created "2016-06-24" @default.
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- W2362977145 date "2007-01-01" @default.
- W2362977145 modified "2023-09-28" @default.
- W2362977145 title "Calculation Method of Load Transfer for Pile Foundation under the Action of Vertical Loading" @default.
- W2362977145 hasPublicationYear "2007" @default.
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