PERFORMANCE OF SKIRTED CIRCULAR SHALLOW FOOTINGS RESTING ON SANDY SOIL UNDER INCLINED LOADS

Experimental tests were conducted to study the behavior of skirted foundations rested on dry medium sandy soil subjected to vertical and inclined loads. To achieve this goal, a small-scale physical model was designed and performed which contained an aluminum circular footing (100 mm) in diameter and...

Full description

Bibliographic Details
Main Authors: Osamah Abdulhasan, Faris S. Mustafa, Alaa H. Al-Zuhairi
Format: Article
Language:English
Published: Faculty of Engineering, University of Kufa 2020-04-01
Series:Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ
Subjects:
Online Access:http://journals.uokufa.edu.iq/index.php/kje/article/view/9227