Experimental study of shear strength and CBR improvement of silty clay soil reinforced with waste tires

Experimental study of shear strength and CBR improvement of silty clay soil reinforced with waste tires

Abstract This study explores the potential of using waste tires to reinforce silty clay soils for various geotechnical applications. Direct shear tests were conducted to evaluate the cohesion and internal friction angle of the reinforced soil, while California Bearing Ratio (CBR) tests were performe...

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Bibliographic Details
Main Authors: Kamel Bezih, Mohamed Djenane, Mohamed Laouche, Kamel Hebbache
Format: Article
Language:English
Published: Nature Portfolio 2025-05-01
Series:Scientific Reports
Subjects:
Soil reinforcement
Waste tires
Silty clay
Direct shear tests
CBR tests
Sustainability
Online Access:https://doi.org/10.1038/s41598-025-00808-7
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https://doi.org/10.1038/s41598-025-00808-7

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