TWO-DIMENSIONAL CONSOLIDATION ANALYSIS OF PARTIALLY SATURATED EARTH EMBANKMENT UNDER ITS SELF WEIGHT BY USING THE FINITE ELEMENT METHOD
This paper studies the two-dimensional analysis of the consolidation process for partially saturated soils applied to an earth embankment mainly from the theoretical point of view. The method of finite elements is used to find a numerical solution to describe the behavior of soils during consolidat...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Baghdad
2008-03-01
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| Series: | Journal of Engineering |
| Subjects: | |
| Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2319 |