Envelope of Collapse in Gypseous Sandy Soils using Finite Element Method and Particle Image Velocimetry

Envelope of Collapse in Gypseous Sandy Soils using Finite Element Method and Particle Image Velocimetry

Water level rise as well as inundation to gypseous soil medium can lead to a substantial loss of volume of the soil, with or without adding load. Macromechanical behavior of gypseous sandy soils using particle image velocimetry (PIV) is yet to be studied, with a particular emphasis on patterns of c...

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Bibliographic Details
Main Authors: Hala Mahmood Jawad, Zuhair Kadhim Jahanger
Format: Article
Language:English
Published: University of Baghdad 2025-01-01
Series:Journal of Engineering
Subjects:
Gypseous soil
Strip footing
Collapse pattern
Particle image velocimetry (PIV)
Finite element method (FEM)
Online Access:https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3433
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