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dc.contributor.authorMujah, Donovan
dc.contributor.authorAhmad, Fauziah
dc.contributor.authorHazarika, Hemanta
dc.contributor.authorWatanabe, Naoto
dc.date.accessioned2017-01-30T15:16:52Z
dc.date.available2017-01-30T15:16:52Z
dc.date.created2014-03-13T20:01:03Z
dc.date.issued2013
dc.date.submitted2014-05-26
dc.identifier.citationMujah, Donovan and Ahmad, Fauziah and Hazarika, Hemanta and Watanabe, Naoto. 2013. Numerical analysis of multirow arrangement of small diameter steel piles for landslide prevention. International Journal of Current Engineering and Technology. 3 (1): pp. 1-20.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/44845
dc.description.abstract

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 plastic soil model was carried out to simulate the real condition in which, the effect of the varying ground densities (Dr=30% and Dr=80%) and cross sections (10 mm x 10 mm square and 3 mm in diameter piles) of the reinforcing rods in piles’ mechanism of landslide prevention were considered. Attempts also have been made to study the effect of introducing multiple rows arrangement of SDSP in terms of different cases of parametric study focusing on the effect of single, double and triple rows arrangements of those piles. Based on the results, it was observed that the shearing resistance in different pile cross sections is found to be significantly influenced by the variation of SDSP arrangement. However, irrespective of the piles arrangements, failure mode of a densely compacted ground is mainly governed by soil’s shearing resistance mobilized at a higher strain, while bending stiffness (EI) of the reinforcing material is more dominant in loose ground condition.

dc.publisherInpressco
dc.relationhttp://inpressco.com/numerical-analysis-of-the-multirow-arrangement-of-small-for-landslide-prevention/
dc.subjectToyoura sand
dc.subjectfinite element analysis
dc.subjectshearing resistance
dc.subjectlateral soil movement
dc.subjectground density
dc.subjectlandslide prevention
dc.subjectMohr-Coulomb’s soil model
dc.subjectnumerical modeling
dc.subjectslope stability
dc.subjectSmall diameter steel piles
dc.titleNumerical analysis of multirow arrangement of small diameter steel piles for landslide prevention
dc.typeJournal Article
dcterms.dateSubmitted2014-03-14
dcterms.source.volume3
dcterms.source.number1
dcterms.source.startPage1
dcterms.source.endPage20
dcterms.source.issn22774106
dcterms.source.titleInternational Journal of Current Engineering and Technology
curtin.digitool.pid196444
curtin.note

This article is published under the Open Access publishing model and distributed under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/3.0/ Please refer to the licence to obtain terms for any further reuse or distribution of this work.

curtin.pubStatusPublished
curtin.departmentSarawak Malaysia
curtin.identifier.scriptidPUB-SAR-DIV-DM-79577
curtin.accessStatusOpen access


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