| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7211317 | Alexandria Engineering Journal | 2016 | 14 Pages |
Abstract
The study showed that shear span to depth ratio of a footing and distributions of contact stress at footing-soil interface are key factors in the structural design of the footing. ECP203-11, ACI318-08, and EC2-2004 code provisions, underestimate the structural failure loads of isolated column footings, while BS 8110.1-1997 overpredicts the failure loads of isolated column footings, if punching provisions at perimeter of column are pulled out from the code.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Fathi Abdrabbo, Zaki I. Mahmoud, Mariana Ebrahim,