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

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...

Full description

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

Internet

http://inpressco.com/numerical-analysis-of-the-multirow-arrangement-of-small-for-landslide-prevention/
http://hdl.handle.net/20.500.11937/44845

Similar Items