The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns

The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns

This research was aimed to investigate the role of group encapsulated lime bottom ash columns in improving the shear strength by using laboratory scale model. Kaolin was being used as soil sample and lime bottom ash as the reinforced columns. The reinforc ed kaolin samples were tested by...

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Bibliographic Details
Main Authors: Muzamir, Hasan, Wan Nursyafiqah, Wan Jusoh, Wong, Suk Chee, Hyodo, Masayuki
Format: Article
Language:English
Published: GEOMATE International Society 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/20655/1/The%20undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20group-fkasa-2018.pdf
http://umpir.ump.edu.my/id/eprint/20655/
http://www.geomatejournal.com/sites/default/files/articles/46-50-45208-Muzamir-June-2018-g1.pdf
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Institution: Universiti Malaysia Pahang
Language: English

Internet

http://umpir.ump.edu.my/id/eprint/20655/1/The%20undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20group-fkasa-2018.pdf
http://umpir.ump.edu.my/id/eprint/20655/
http://www.geomatejournal.com/sites/default/files/articles/46-50-45208-Muzamir-June-2018-g1.pdf

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