Pressure - Settlement Characteristics of Shallow Foundations using Finite Element Method
The present study attempts to represent the behavior of shallow foundations under the effectof eccentric inclined loading in terms of the main criteria of design which are the ultimate bearingcapacity, permissible settlement, horizontal displacement and tilt. Due to the square shape of the analysed...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Tikrit University
2017-01-01
|
| Series: | Tikrit Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | http://www.tj-es.com/ojs/index.php/tjes/article/view/694 |