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- W2358779437 abstract "The horizontal displacement, corner,bending moment and shearing strength etc. along a foundation pile under the mutual action ot horizonta pile under the mutual action ot horizontal loading bending moment and linear or nonlinear soil mass are studied. several pile foundation calculation methods are introduced in detail, which are based on elastic ground beam model theory, such as Zhang-method, C-method , M-method, K-method and P-Y curve method.Based on the project instance, This paper has analysed the P-Y curves of the soft clay, and confirmed the fetching value of different coefficient of proportion of ground soil of the method, and divided a bending differential equation of pile with limited difference law and mathematics, summarized, analysed and compared the results of calculation." @default.
- W2358779437 created "2016-06-24" @default.
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- W2358779437 date "2006-01-01" @default.
- W2358779437 modified "2023-09-23" @default.
- W2358779437 title "Analyzsis of Internal Force and Distortion on Single Pile Based on P~Y Curve Model" @default.
- W2358779437 hasPublicationYear "2006" @default.
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