Stabilization of expansive soils using ionic stabilizer

Author:

Arefin Sharif,Al-Dakheeli Hussein,Bulut Rifat

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Arabani M, Haghi AK, Hashemi SA, Karami M, Nikookar M, Bahari M (2012) “Properties of clayey soils stabilized by liquid ionic stabilizer”, 3rd International Conference on new Developments in Soil Mechanics and Geotechnical Engineering. Near East University, Nicosia

2. ASTM D 4318-10e1, 2014, “Standard test methods for liquid limit, plastic limit, and plasticity index of soils”, ASTM International, West Conshohocken, PA, 2010, DOI: https://doi.org/10.1520/D4318, www.astm.org

3. ASTM D 4546-08, 2008, “Standard test methods for one-dimensional swell or collapse of cohesive soils”, ASTM International, West Conshohocken, PA, 2008, DOI: https://doi.org/10.1520/D4546-08, www.astm.org

4. Azzam WR (2014) Utilization of polymer stabilization for improvement of clay microstructure. Appl Clay Sci 93-94:94–101

5. Babu GLS, Peter J, Mukesh MD, Gartung E (2005) Significance of soil suction and soil water characteristic curve parameters. ASTM Geotechl Test J 28:1

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