Undrained shear strength of soft clay reinforce with single 16mm diameter encapsulated bottom ash column

Undrained shear strength of soft clay reinforce with single 16mm diameter encapsulated bottom ash column

Soft clay soil can be categorized as problematic soil. It consists of low shear strength, low permeability and high compressibility characteristics affect the stability and settlement of the structures constructed on this type of soil. A careful design analysis could be taken for any structure built...

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Bibliographic Details
Main Author: Nabilah, Md Mashod Fakeh
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2016
Subjects:
Q Science (General)
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/15856/
http://umpir.ump.edu.my/id/eprint/15856/
http://umpir.ump.edu.my/id/eprint/15856/1/Undrained%20shear%20strength%20of%20soft%20clay%20reinforce%20with%20single%2016mm%20diameter%20encapsulated%20bottom%20ash%20column%20-%20Table%20of%20contents%20-FKASA-Nabilah%20Md%20Mashod%20Fakeh-CD%2010225.pdf
http://umpir.ump.edu.my/id/eprint/15856/2/Undrained%20shear%20strength%20of%20soft%20clay%20reinforce%20with%20single%2016mm%20diameter%20encapsulated%20bottom%20ash%20column%20-%20Abstract%20-FKASA-Nabilah%20Md%20Mashod%20Fakeh-CD%2010225.pdf
http://umpir.ump.edu.my/id/eprint/15856/3/Undrained%20shear%20strength%20of%20soft%20clay%20reinforce%20with%20single%2016mm%20diameter%20encapsulated%20bottom%20ash%20column%20-%20Chapter%201%20-FKASA-Nabilah%20Md%20Mashod%20Fakeh-CD%2010225.pdf

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