Effect of soluble gypsum on swell behaviour of lime-treated expansive soil – a micro-level investigation
Author:
Affiliation:
1. Department of Civil Engineering, Manipal University Jaipur, Jaipur, India
2. Department of Civil and Environmental Engineering, Indian Institute of Technology (IIT), Patna, India
Funder
Manipal University
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1975046
Reference72 articles.
1. Abdi, M.R., 1992. Effect of calcium sulphate on lime-stabilized kaolinite. Doctoral dissertation. Polytechnic of Wales.
2. Environmental effects on durability of soil stabilized with recycled gypsum
3. Mechanisms of stabilization of expansive soil with lignosulfonate admixture
4. Lime consumption of different clayey soils
5. Study on the geological and engineering aspects of anhydrite/gypsum transition in the Arabian Gulf coastal deposits
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1. Investigating Effect of Soluble Sodium Sulphate Contamination on Swell Behaviour of Untreated and Lime-Treated Soil;Indian Geotechnical Journal;2023-05-06
2. Influence of Wetting-Drying Cycles on Strength Behaviour of Cured Lime Treated Soil Contaminated with Monovalent and Divalent Sulphatic Solutions;Transportation Geotechnics;2023-05
3. Physicochemical and Strength Behavior in Lime-Treated Soil Submerged under Gypsum and Sodium Sulfate Contamination;Journal of Hazardous, Toxic, and Radioactive Waste;2023-04
4. Influence of Soluble Sodium Sulphate Contamination on Physical and Strength Behavior of Untreated and Lime Treated Soil;KSCE Journal of Civil Engineering;2022-06-09
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