Effect of Granite Sand and Calcium Lignosulphonate on the Shrinkage Characteristic of Clay
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-1745-3_2
Reference35 articles.
1. Al-Taie A, Disfani M, Evans R, Arulrajah A (2020) Effect of swell–shrink cycles on volumetric behavior of compacted expansive clay stabilized using lime. Int J Geomech 20(11):04020212. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001863
2. Alazigha DP, Indraratna B, Vinod JS, Ezeajugh LE (2016) The swelling behaviour of lignosulfonate treated expansive soil. In: Proceedings of the institution of civil engineers - ground improvement, vol 169, pp 182–793. https://doi.org/10.1680/jgrim.15.00002
3. Alazigha DP, Vinod JS, Indraratna B, Heitor A (2019) Potential use of lignosulfonate for expansive soil stabilisation. Environ Geotech 6:480–488. https://doi.org/10.1680/jenge.17.00051
4. Amulya G, Moghal AAB, Almajed A (2021) A state-of-the-art review on suitability of granite dust as a sustainable additive for geotechnical applications. Crystals 11:1526. https://doi.org/10.3390/cryst11121526
5. Amulya G, Moghal AAB, Basha BM, Almajed A (2022) Coupled effect of granite sand and calcium lignosulphonate on the strength behavior of cohesive soil. Buildings, 12(10):1687. https://doi.org/10.3390/buildings12101687
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