Numerical Analysis of Piled Raft Foundation in Sandy and Clayey Soils
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This paper presents 2-D and 3-D numerical analysis of un-piled raft and piled raft foundation on two different soil conditions. The numerical analysis was carried out in two case studies with three typical load intensities of the serviceability load. The first case study investigates the raft-pile-soil interaction in sandy soil. The second case study examines the raft-pile-soil interaction in soft clay. Finally, the behaviours of piled raft foundation in two different case studies are assessed and conclusions are made.
Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering
© 2010 IOS Press. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the publisher website for access to the definitive, published version.
Civil Geotechnical Engineering