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...
| Main Authors: | , , , |
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| Format: | Journal Article |
| Published: |
University Putra Malaysia Press
2013
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| Subjects: | |
| Online Access: | http://www.pertanika.upm.edu.my/current_issues.php?jtype=2 http://hdl.handle.net/20.500.11937/12866 |