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...

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Bibliographic Details
Main Authors: Mujah, Donovan, Rahman, Ekhlasur, Hazarika, Hemanta, Watanabe, Naoto, Ahmad, Fauziah
Other Authors: Muhammad Ekhlasur Rahman
Format: Conference Paper
Published: Curtin University Sarawak 2013
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/22201