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ISSN Approved Journal || eISSN: 2582-8185 || CODEN: IJSRO2 || Impact Factor 8.2 || Google Scholar and CrossRef Indexed

Peer Reviewed and Referred Journal || Free Certificate of Publication

Research and review articles are invited for publication in March 2026 (Volume 18, Issue 3) Submit manuscript

A review on treatment gypsum soil by using cement and lime

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  • A review on treatment gypsum soil by using cement and lime

Hanaa Shihab Humadi * and Zinah Kadhm Hasan

Department of Civil Engineering, Faculty of Engineering, University of Kufa, Najaf, Iraq.

Review Article

 

International Journal of Science and Research Archive, 2024, 13(02), 2728–2733.
Article DOI: 10.30574/ijsra.2024.13.2.2465
DOI url: https://doi.org/10.30574/ijsra.2024.13.2.2465

Received on 02 November 2024; revised on 10 December 2024; accepted on 12 December 2024

Gypsum soils, known for their high solubility and weak structural integrity, pose significant challenges in construction and agricultural applications. These soils tend to exhibit excessive settlement and reduced load-bearing capacity, particularly when exposed to moisture. Lime and cement stabilization has emerged as a promising solution to mitigate these challenges. By improving the soil mechanical properties through chemical reactions, Soil stabilization improves durability and strength, making it suitable for various engineering purposes. This paper reviews recent advancements, challenges, and opportunities associated with the application of lime and cement to gypsum soils, focusing on geotechnical performance and practical implications.

Soil stabilization; Gypsum soil; Cement; Lime

https://ijsra.net/sites/default/files/fulltext_pdf/IJSRA-2024-2465.pdf

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Hanaa Shihab Humadi and Zinah Kadhm Hasan. A review on treatment gypsum soil by using cement and lime. International Journal of Science and Research Archive, 2024, 13(02), 2728–2733. Article DOI: https://doi.org/10.30574/ijsra.2024.13.2.2465

Copyright © Author(s). All rights reserved. This article is published under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits use, sharing, adaptation, distribution, and reproduction in any medium or format, as long as appropriate credit is given to the original author(s) and source, a link to the license is provided, and any changes made are indicated.


All statements, opinions, and data contained in this publication are solely those of the individual author(s) and contributor(s). The journal, editors, reviewers, and publisher disclaim any responsibility or liability for the content, including accuracy, completeness, or any consequences arising from its use.

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