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

Muzamir, Hasan and M. S. I., Zaini and N. A. A., Hashim and Wahab, A. and K. A., Masri and Putra Jaya, Ramadhansyah and Hyodo, M. and Winter, M. J. and Sholichin, M. and Haribowo, R. (2021) Stabilization of kaolin clay soil reinforced with single encapsulated 20mm diameter bottom ash column. In: IOP Conference Series: Earth and Environmental Science; 4th International Conference of Water Resources Development and Environmental Protection (ICWRDEP 2021) , 7 August 2021 , Malang, Indonesia (Virtual). pp. 1-9., 930 (012099). ISSN 1755-1315

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Abstract

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 soil. Bottom ash usage in materials of building will effectively decrease the buildup of the waste and hence protect the environment. This study is to determine the shear strength of kaolin soft clay reinforced with a 20 mm diameter single encapsulated bottom ash column with various lengths. The research will look into the physicomechanical qualities of the materials used, including subsoil and bottom ash. Three (3) batches of samples with each batch consists of five (5) samples were prepared by using compaction method. All kaolin samples with a diameter of 50mm and height of 100mm with single encapsulated bottom ash columns with various lengths which are 60mm, 80mm, and 100mm were tested under Unconfined Compression Test (UCT). The result illustrated that the strength of samples increases as the height and volume of encapsulated bottom ash column increases.

Item Type: Conference or Workshop Item (Lecture)
Uncontrolled Keywords: Construction industry; Ground improvement; Kaolin soft clay
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TE Highway engineering. Roads and pavements
T Technology > TF Railroad engineering and operation
Faculty/Division: College of Engineering
Institute of Postgraduate Studies
Depositing User: PM Ts. Dr. Muzamir Hasan
Date Deposited: 04 Feb 2022 03:45
Last Modified: 04 Feb 2022 03:45
URI: http://umpir.ump.edu.my/id/eprint/32874
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