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• W2551951592 abstract "A total-displacement-loading approach based on the extended mobilisable strength design (EMSD) method is developed for predicting nonlinear foundation responses and upper-bound capacities with continuous velocity fields. Different from EMSD, the new approach turns optimizing a minimum energy solution into solving an elastic problem with strain-dependent equivalent elastic modulus. The strain-dependent modulus is determined by a nonlinear iterative method. This transform guarantees that the reaction force is consistent with the elastic solution in early stages of loading and gradually approaches an upper-bound solution at a large value of displacement. The approach is demonstrated on a problem of the laterally loaded pile." @default.
• W2551951592 created "2016-11-30" @default.
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• W2551951592 date "2017-03-01" @default.
• W2551951592 modified "2023-10-17" @default.
• W2551951592 title "Load-displacement and upper-bound solutions of a loaded laterally pile in clay based on a total-displacement-loading EMSD method" @default.
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• W2551951592 doi "https://doi.org/10.1016/j.compgeo.2016.10.025" @default.
• W2551951592 hasPublicationYear "2017" @default.
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