INVESTIGATING OF THE BEHAVIOR OF PILE GROUPS UNDER THE EFFECT OF SUCTION POTENTIAL OF UNSATURATED EXPANSIVE SOIL

This research presents an experimental study and numerical modelling to investigate the load-carrying capacity of a group of piles embedded in unsaturated expansive soil. The experimental work consists of a model of group of piles tested under unsaturated condition. The matric suction of the soil i...

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Bibliographic Details
Main Authors: Saad Faik Abbas Al-Wakel, Karim Hadi Ibrahim, Safa Kareem Alwan
Format: Article
Language:Arabic
Published: Mustansiriyah University/College of Engineering 2018-07-01
Series:Journal of Engineering and Sustainable Development
Subjects:
Online Access:https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/425