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- W787308943 abstract "In this study, a computer program to predict the behavior of laterally loaded single pile and pile groups was developed by using a finite difference method and a matrix structural analysis in which the soils are modeled as nonlinear springs by a family of p-y curves for subgrade modulus. The emphasis was given to the lateral displacement of pile groups due to the soil condition and the cap rigidity. The analysis considering group effect was carried out for and pile groups with the pile spacing 3.0B, 4.0B and 5.0B. Based on the results obtained, it is found that the overall distributions of deflection, slope, moment, and shear force in a single pile give a reasonable results irrespective of cap connectivity conditions. It is also found that in pile groups, the prediction by present analysis simulates much better the general trend observed by the centrifuge tests than the numerical solution predicted by PIGLET." @default.
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- W787308943 date "1995-01-01" @default.
- W787308943 modified "2023-09-24" @default.
- W787308943 title "Development of Analytical Method for Laterally Loaded Pile Groups" @default.
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