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- W2372652830 abstract "A simplified approach for nonlinear analysis of the load-displacement response of a single pile and pile groups embedded in multilayered soils is presented.Two models are adopted in the proposed method.One model uses a softening nonlinear relationship to simulate the degradation behavior between pile-soil relative displacement and unit skin friction developed along the pile-soil interface;and the other model adopts a bilinear displacement-unit end resistance relationship to capture pile end response.A highly effective iterative computer program is developed to analyze a single pile response using the proposed two models.Furthermore,based on the settlement of a single pile derived from the proposed computer program and the equivalent pier method,a simplified calculation approach for average settlement of pile groups is presented.Comparisons of the load-settlement responses demonstrate that the proposed method is generally in good agreement with the field-observed behavior and the calculated results derived from other approaches." @default.
- W2372652830 created "2016-06-24" @default.
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- W2372652830 date "2013-01-01" @default.
- W2372652830 modified "2023-09-24" @default.
- W2372652830 title "SIMPLIFIED METHOD FOR SETTLEMENT PREDICTION OF PILE GROUPS CONSIDERING SKIN FRICTION SOFTING AND END RESISTANCE HARDENING" @default.
- W2372652830 hasPublicationYear "2013" @default.
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