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dc.contributor.authorMujah, Donovan
dc.contributor.authorHazarika, H.
dc.contributor.authorWatanabe, N.
dc.contributor.authorAhmad, F.
dc.contributor.editorC. F. Leung, S. H. Goh and R. F. Shen
dc.date.accessioned2017-01-30T11:28:48Z
dc.date.available2017-01-30T11:28:48Z
dc.date.created2014-03-13T20:01:04Z
dc.date.issued2013
dc.identifier.citationMujah, Donovan and Hazarika, Hemanta and Watanabe, Naoto and Ahmad, Fauziah. 2013. Multirow arrangement of laterally loaded passive piles in sand, in Leung, C.F. and Goh, S.H. and Shen, R.F. (ed), 18th Southeast Asian Geotechnical Conference cum Inaugural AGSSEA Conference, May 29-31 2013, pp. 207-212. Singapore: Research Publishing.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/12120
dc.identifier.doi10.3850/978-981-07-4948-4_294
dc.description.abstract

The use of reinforcement steel bars and passive piles are the oldest method adopted in slope stability counter measure in which, their reinforcing mechanisms are designed to function independently. This research proposes new kind of piles, hereafter called small diameter steel piles (SDSP), which are able to resist both lateral and vertical forces in slope stabilization measure. This paper intends to shade light on the prevention mechanism of SDSP and how multirow arrangement of piles affects the reinforced slope failure in slope failure prevention. To that end, laboratory scale experiment using direct shear test was performed to replicate the lateral soil movement induced by landslide in which, Toyoura sand and aluminum rods were used to imitate ground condition and steel piles respectively. Likewise, finite element analysis (FEA) employing Mohr-Coulomb’s elastic-perfectly plastic soil model was also carried out to simulate the experiment. In this study, the effect of the ground density and cross sections of the reinforcing rods in piles’ prevention mechanism were considered. Based on the results, it was found that the failure mode of dense ground is governed by soil’s shearing resistance mobilized at a higher strain, while bending stiffness of the reinforcing material is more dominant in loose ground regardless of the piles arrangements.

dc.publisherResearch Publishing
dc.subjectBending characteristics
dc.subjectFinite element analysis
dc.subjectLateral soil movement
dc.subjectDirect shear test
dc.subjectShear resistance
dc.subjectSmall diameter steel piles
dc.titleMultirow arrangement of laterally loaded passive piles in sand
dc.typeConference Paper
dcterms.source.startPage207
dcterms.source.endPage212
dcterms.source.titleAdvances in Geotechnical Infrastructure
dcterms.source.seriesAdvances in Geotechnical Infrastructure
dcterms.source.isbn978-981-07-4948-4
dcterms.source.conference18th Southeast Asian Geotechnical Conference cum Inaugural AGSSEA Conference
dcterms.source.conference-start-dateMay 29 2013
dcterms.source.conferencelocationSingapore
dcterms.source.placeSingapore
curtin.departmentSarawak Malaysia
curtin.accessStatusFulltext not available


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