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- W2017002349 abstract "A modified shear displacement method is presented to analyze the load-settlement response of a single pile in homogenous soil using two models. One model adopts a hyperbolic model to simulate the stress-strain relationship of soil under shear stress before failure occurs, and the other model uses a non-linear stress-strain relationship to evaluate the load-displacement behavior of the soil beneath the pile base. Comparisons of the load-settlement responses between the present modified model and the model suggested by Randolph and Wroth are given to demonstrate the effectiveness and accuracy of the proposed modified method." @default.
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- W2017002349 date "2011-05-01" @default.
- W2017002349 modified "2023-09-26" @default.
- W2017002349 title "A Modified Shear Displacement Method for Calculating Settlement of Single Pile" @default.
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- W2017002349 doi "https://doi.org/10.4028/www.scientific.net/amr.261-263.1804" @default.
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