Undrained shear strength of soft clay reinforced with single encapsulated lime bottom ash column

Soft clay soils are type of 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 bottom ash part...

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Bibliographic Details
Main Authors: Muzamir, Hasan, Kwan, Hui Yee, Fat-hi, Muhamad
Format: Conference or Workshop Item
Language:English
English
Published: 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/22080/
http://umpir.ump.edu.my/id/eprint/22080/1/2.%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf
http://umpir.ump.edu.my/id/eprint/22080/2/2.1%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf