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- W376411 abstract "Settlement prediction is a critical issue in design of pile foundations, especially with the increasing use of settlement reduction piles. There are various methods for the prediction. However, the most efficient method is the BEM approach that is based on closed-form solutions for single piles. In this paper, settlements of several practical cases have been predicted using a BEM based program GASGROUP developed by the author, which was published a few years ago. The program was developed from closed-form solution for a single vertically loaded pile and use of pile-pile interaction factor that were also developed by the author and his co-author. Analyses of 12 pile groups are conducted for which measured settlements are available. The predicted settlement is within 7% of measured data for piles installed in normal consolidated soil. With regards to piles in overconsolidated clay, as anticipated, the settlement is overestimated due to negligence of the ground level modulus. The current solutions well capture the predominant impact of depth of underlying rigid layer, profile of shear modulus, etc by utilizing shear modulus profile theoretically deduced from load-settlement curve of a single pile, and/or using reported value directly. They are very efficient both in terms of preparing input data and the computation. Prediction of settlement about a large group (say, 697) piles can be fulfilled within a few minutes. Thereby, the program may be utilized for general design." @default.
- W376411 created "2016-06-24" @default.
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- W376411 date "2006-01-01" @default.
- W376411 modified "2023-09-23" @default.
- W376411 title "Settlement prediction of some vertically loaded pile groups" @default.
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