Pressure – Settlement Characteristics of Shallow Foundations using Finite Element Method
The present study attempts to represent the behavior of shallow foundations under the effect of eccentric inclined loading in terms of the main criteria of design which are the ultimate bearing capacity, permissible settlement, horizontal displacement and tilt. Due to the square shape of the analyze...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Tikrit University
2017-03-01
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| Series: | Tikrit Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | http://tj-es.com/vol24no1pa3/ |