Shear Strength of Soft Clay Reinforced With Encased Lime Bottom Ash Column (ELBAC)

• Main Authors: Muzamir, Hasan, Kwan, Hui Yee, Muhammad Fat-hi, Al Juwaini Pahrol, Hyodo, Masayuki
• Format: Article
• Language: English
• Published: GEOMATE International Society 2019
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://umpir.ump.edu.my/id/eprint/23949/1/Shear%20Strength%20of%20Soft%20Clay%20Reinforced.pdf; http://umpir.ump.edu.my/id/eprint/23949/; http://www.geomatejournal.com/node/1372; https://doi.org/10.21660/2019.57.4644

Soft clay soils are problematic soil that causes bearing capacity failure and excessive settlement, leading to severe damage to buildings and foundation. In this study, bottom ash is used to replace the natural aggregate while quicklime is used to increase the bonding between bottomash particles. Th...