Experimental and Numerical Analysis of Piled Raft Foundation Embedded within Partially Saturated Soil

This paper presents an experimental and numerical study to investigate the load carrying capacity of piled raft foundation embedded within partially saturated sandy soil. The effect of matric suction on the bearing capacity of the foundation system was investigated. The experimental work consists of...

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Bibliographic Details
Main Authors: M.R. Mahmood, S.F.A. Al-Wakel, A.A. Hani
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2017-02-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_127318_ad6b8cedbeac0acf97f85b52d15c3628.pdf