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Reference31 articles.
1. Abbey, S., Ngambi, S., Ganjian, E.: Development of strength models for prediction of unconfined compressive strength of cement/byproduct material improved soils. Geotech. Test J. 40(6), 928–935 (2017). https://doi.org/10.1520/GTJ20160138
2. Al-Rawas, A.A., Hago, A.W., Al-Sarmi, H.: Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Build. Environ. 40(5), 681–687 (2005). https://doi.org/10.1016/j.buildenv.2004.08.028
3. ASTM D6951/D6951M.: Standard test method for use of the dynamic cone penetrometer in shallow pavement applications, American Society for Testing and Materials, West Conshohocken, PA (Pond Ash), USA (2018)
4. Behnood, A.: Soil and clay stabilization with calcium- and non-calcium-based additives: a state-of-the-art review of challenges, approaches and techniques. Trans. Geotech. 17, 14–32 (2018). https://doi.org/10.1016/j.trgeo.2018.08.002
5. Bell, F.G.: Lime stabilization of clay minerals and soils. Eng. Geol. 42(4), 223–237 (1996). https://doi.org/10.1016/0013-7952(96)00028-2