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- W2357480699 abstract "In this paper,non-Winkler foundation model is adopted. On the basis of Mindlin's solution of e-lastic theory,the compliance matrix of foundation is established. The pile is regarded as a continous beam laterally supported by springs. The step-by-step iteration is used in solution, and the results have a good a-greement with the measured data." @default.
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- W2357480699 date "2002-01-01" @default.
- W2357480699 modified "2023-09-27" @default.
- W2357480699 title "FEM-Elastic Theoretical Analysis for Laterally Loaded Pile" @default.
- W2357480699 hasPublicationYear "2002" @default.
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