Behavior of Partially Saturated Cohesive Soil under Strip Footing
In this paper, a shallow foundation (strip footing), 1 m in width is assumed to be constructed on fully saturated and partially saturated Iraqi soils, and analyzed by finite element method. A procedure is proposed to define the H – modulus function from the soil water characteristic curve which is...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
University of Baghdad
2023-05-01
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Series: | Journal of Engineering |
Subjects: | |
Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2073 |