A Numerical Study of Ground Improvement Technique Using Group of Soil-Column on Peat

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A Numerical Study of Ground Improvement Technique Using Group of Soil-Column on Peat

The importance of numerical analysis in investigation of piled embankment over soft soil has been developed since 1990. Several investigators have extended the numerical analysis to model ground improvement using soil-column to support embankment or structures. This paper presents a numerical analys...

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Bibliographic Details
Main Authors:	Muntohar, A., Rahman, Muhammad, Hashim, R., Islam, M.
Format:	Journal Article
Published:	University Putra Malaysia Press 2013
Subjects:	PFA column load-settlement curve FEM Peat
Online Access:	http://www.pertanika.upm.edu.my/current_issues.php?jtype=2 http://hdl.handle.net/20.500.11937/12866

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