VARIATIONS IN STRENGTH AND ELASTIC PROPERTIES OF COMPACTED FINE-GRAINED SOILS DUE TO CHANGE IN DEGREE OF SATURATION

VARIATIONS IN STRENGTH AND ELASTIC PROPERTIES OF COMPACTED FINE-GRAINED SOILS DUE TO CHANGE IN DEGREE OF SATURATION

Fine-grained soils present challenges in construction due to their moisture sensitivity, which impacts the structure's stability. This study examines how saturation levels affect low-plasticity clay shear strength and modulus of elasticity. The standard proctor test assessed soil compaction for...

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Bibliographic Details
Main Authors: Sarah Abdul Abbas Ibrahim, Basil Obaid Mahdi
Format: Article
Language:English
Published: Faculty of Engineering, University of Kufa 2025-07-01
Series:Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ
Subjects:
degree of saturation
modulus of elasticity
shear strength
fine grained soil
unconfined compression test
Online Access:https://journal.uokufa.edu.iq/index.php/kje/article/view/17400
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