Consolidation behavior of the expansive clay treated with cement and zeolite
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5147-x.pdf
Reference61 articles.
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2. MUTHUKKUMARAN K, SELVAN S S. Stabilization of montmorillonite-rich bentonite clay using neem leaves ash [J]. International Journal of Geosynthetics and Ground Engineering, 2020, 6(2): 1–7. DOI: https://doi.org/10.1007/s40891-020-0194-6.
3. KUMAR K, SOLANKI A J. Evaluation of RBI grade 81 for stabilization of expansive soil as sub-grade material [J]. Materials Today: Proceedings, 2017, 4(9): 9737–9741. DOI: https://doi.org/10.1016/j.matpr.2017.06.258.
4. AL-RAWAS A, GOOSEN M F A. Expansive soils: Recent advances in characterization and treatment[M]. Taylor & Francis, 2006.
5. WANG Dong-xing, KORKIALA-TANTTU L. 1-D compressibility behaviour of cement-lime stabilized soft clays [J]. European Journal of Environmental and Civil Engineering, 2020, 24(7): 1013–1031. DOI: https://doi.org/10.1080/19648189.2018.1440633.
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1. Experimental Analysis on Swelling, Shrinkage and Consolidation behavior of Expansive Soils under wetting – drying cycles;IOP Conference Series: Earth and Environmental Science;2023-10-01
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