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...

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Bibliographic Details
Main Authors: Mohammed Yousif Fattah, Mahmood Diab Ahmed, Hadeel Ammar Mohammed
Format: Article
Language:English
Published: University of Baghdad 2023-05-01
Series:Journal of Engineering
Subjects:
Online Access:https://joe.uobaghdad.edu.iq/index.php/main/article/view/2073