Numerical Analysis of Piled Raft Foundation in Sandy and Clayey Soils

Loading...
Thumbnail Image
File version
Author(s)
Oh, EYN
Lin, DG
Bui, QM
Huang, M
Surarak, C
Balasubramaniam, AS
Griffith University Author(s)
Primary Supervisor
Other Supervisors
Editor(s)

M. Hamza, M. Shahien, Y. El-Mossallamy

Date
2009
Size

147398 bytes

File type(s)

application/pdf

Location

Alexandria, Egypt

License
Abstract

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.

Journal Title
Conference Title

Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering

Book Title
Edition
Volume

2

Issue
Thesis Type
Degree Program
School
DOI
Patent number
Funder(s)
Grant identifier(s)
Rights Statement
Rights Statement

© 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.

Item Access Status
Note
Access the data
Related item(s)
Subject

Civil geotechnical engineering

Persistent link to this record
Citation