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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Faculty of Engineering, University of Kufa
2020-04-01
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Series: | Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ |
Subjects: | |
Online Access: | http://journals.uokufa.edu.iq/index.php/kje/article/view/9227 |