Deflection behavior of small diameter steel piles model in FEM analysis for landslide countermeasure
This paper aims to elucidate the prevention mechanism of small diameter steel piles (SDSP) and how multirow arrangement of the said piles affects the reinforced slope failure in landslide countermeasure. In this study, finite element method (FEM) analysis employing Mohr-Coulomb’s elastic-perfectly p...
| Main Authors: | , , , , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Curtin University Sarawak
2013
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/22201 |