Stabilization of kaolin clay soil reinforced with single encapsulated 20mm diameter bottom ash column

• Main Authors: Muzamir, Hasan, M. S. I., Zaini, N. A. A., Hashim, Wahab, A., K. A., Masri, Putra Jaya, Ramadhansyah, Hyodo, M., Winter, M. J., Sholichin, M., Haribowo, R.
• Format: Conference or Workshop Item
• Language: English
• Published: IOP Science 2021
• Subjects: TA Engineering (General). Civil engineering (General); TE Highway engineering. Roads and pavements; TF Railroad engineering and operation
• Online Access: http://umpir.ump.edu.my/id/eprint/32874/1/Stabilization%20of%20kaolin%20clay%20soil%20reinforced%20with%20single%20encapsulated.pdf; http://umpir.ump.edu.my/id/eprint/32874/; https://doi.org/10.1088/1755-1315/930/1/012099

Ground improvement methods are used to reduce the weakness of soft clay, which is low strength and high compressibility. The stone column technique involves replacing any of the soil with crushed stone such as broken rocks or sand which is an efficient method of improving the strength parameters of...