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- W618878570 abstract "A simplified numerical approach, applicable to the probabilistic evaluation of the immediate settlement of shallow foundations, is proposed. The approach combines the finite element method and that of Rosenblueth localised evaluations (1975) in assuming the elasto-plastic behaviour of the soil. The strength and Young modulus parameters are considered as random variables. The former are estimated using standard shear tests, the latter from plate bearing tests, taking into account the dispersion of the results. In the case of floating foundations on lakeside glacial alluvial soil, the use of an elasto-plastic model improves forecasting only marginally, compared to the influence of the dispersion of plate bearing test results. For the covering abstract of the conference see IRRD 287689. (TRRL)" @default.
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- W618878570 date "1985-01-01" @default.
- W618878570 modified "2023-09-27" @default.
- W618878570 title "PROBABILISTIC EVALUATION OF IMMEDIATE SETTLEMENT. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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