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Improving the Shear Strength and Compressibility of Sandy Soil by Utilizing Calcined Shale and Cement Cover

Improving the Shear Strength and Compressibility of Sandy Soil by Utilizing Calcined Shale and Cement

Civil and Environmental Engineering
Volume 21 (2025): Issue 1 (June 2025)
By: Ahmed Raad Al-Adhadh,  Nik Norsyahariati Nik Daud,  Badronnisa Yusuf and  Alaa Hussein Al-Rkaby  
Open Access
|Mar 2025

Authors

Ahmed Raad Al-Adhadh

ahmad_al_iraqi2000@mu.edu.iq

Universiti Putra Malaysia, Department of Civil Engineering, Malaysia
Al-Muthanna University, Department of Civil Engineering, Al-Muthanna, Iraq

Nik Norsyahariati Nik Daud

niknor@upm.edu.my

Universiti Putra Malaysia, Department of Civil Engineering, Malaysia

Badronnisa Yusuf

Universiti Putra Malaysia, Department of Civil Engineering, Malaysia

Alaa Hussein Al-Rkaby

Thi Qar University, Department of Civil Engineering, Thi Qar, Iraq
DOI: https://doi.org/10.2478/cee-2025-0003 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 23 - 37
Published on: Mar 17, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Consolidation,
SEM,
Sand,
Calcined Shale,
UCS
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2025 Ahmed Raad Al-Adhadh, Nik Norsyahariati Nik Daud, Badronnisa Yusuf, Alaa Hussein Al-Rkaby, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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