Numerical analysis of multirow arrangement of small diameter steel piles for landslide prevention

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Numerical analysis of multirow arrangement of small diameter steel piles for landslide prevention

This paper intends 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 analysis (FEA) employing Mohr-Coulomb’s elastic-perfectly plast...

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Bibliographic Details
Main Authors:	Mujah, Donovan, Ahmad, Fauziah, Hazarika, Hemanta, Watanabe, Naoto
Format:	Journal Article
Published:	Inpressco 2013
Subjects:	Toyoura sand finite element analysis shearing resistance lateral soil movement ground density landslide prevention Mohr-Coulomb’s soil model numerical modeling slope stability Small diameter steel piles
Online Access:	http://inpressco.com/numerical-analysis-of-the-multirow-arrangement-of-small-for-landslide-prevention/ http://hdl.handle.net/20.500.11937/44845

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