Parametric Study on Piled Raft Foundation in Sand Using Numerical Modelling

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Title Parametric Study on Piled Raft Foundation in Sand Using Numerical Modelling
Author Oh, Erwin Yan-Nam; Bui, Quan-Minh; Surarak, Chanaton; Adamec, Richard; Balasubramaniam, Arumugam
Publication Title Futures in Mechanics of Structures and Materials
Editor Aravinthan, Karunasena, and Wang
Year Published 2008
Place of publication Natherland
Publisher CRC Press/Balkema
Abstract This paper is on 3-D analysis of piled raft foundations on sand. The numerical analysis was carried out with three typical load intensities of the serviceability load. The maximum settlement of the piled rafts depends on the pile spacing and the number of piles; while the raft thickness does not have a significant effect. In all cases, the normalized settlement recorded is mostly less than 2% of the raft width and the maximum value was noted for the 8x27m piled raft. The increase in raft thickness reduces the differential settlement in the foundations. The raft-soil stiffness (Krs) is shown to influence the differential settlement and has the largest influence. The performance of piled raft in sandy soil condition is assessed and general conclusions are also made.
Peer Reviewed Yes
Published Yes
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Copyright Statement Copyright 2008 Taylor & Francis. This is the author-manuscript version of the paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the website for access to the definitive, published version.
ISBN 978-0-415-49196-9
Conference name 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)
Location Toowoomba, Queensland
Date From 2008-12-02
Date To 2008-12-05
Date Accessioned 2008-12-08
Language en_AU
Faculty Faculty of Science, Environment, Engineering and Technology
Subject PRE2009-Geotechnical Engineering
Publication Type Conference Publications (Full Written Paper - Refereed)
Publication Type Code e1

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