Strength of kaolin stabilized with various percentage of lime and 4% silica fume

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Strength of kaolin stabilized with various percentage of lime and 4% silica fume

Clay soil as known as soft soil present difficulties to geotechnical engineer due to its complex nature and also contain variable materials. This type of soil can be categorized as problematic soil due to its weak properties. As the preliminary stage, soft clay soil did not meet the requirement for...

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Bibliographic Details
Main Author:	Mohammad Syafiq, Ideris
Format:	Undergraduates Project Papers
Language:	English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12152/ http://umpir.ump.edu.my/id/eprint/12152/1/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29.pdf

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