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dc.contributor.authorMujah, Donovan
dc.contributor.authorRahman, Ekhlasur
dc.contributor.authorHazarika, Hemanta
dc.contributor.authorWatanabe, Naoto
dc.contributor.authorAhmad, Fauziah
dc.contributor.editorMuhammad Ekhlasur Rahman, Ali Elsaeh Enbaia, Chinnasamy Palanichamy , Vincent Lee Chieng Chen and Nor Hasimah Mohamad Zain
dc.date.accessioned2017-01-30T12:29:53Z
dc.date.available2017-01-30T12:29:53Z
dc.date.created2014-03-13T20:01:03Z
dc.date.issued2013
dc.date.submitted2014-06-23
dc.identifier.citationMujah, Donovan and Rahman, Muhammad Ekhlasur and Hazarika, Hemanta and Watanabe, Naoto and Ahmad, Fauziah. 2013. Deflection behavior of small diameter steel piles model in FEM analysis for landslide countermeasure, in Rahman, M.E. and Enbaia, A.E. and Palanichamy, C. and Chen, L.C. and Hasimah, N. and Zain, M. (ed), 8th CUTSE International Conference, Dec 3-4 2013, pp. 179-186. Miri, Sarawak: The Institution of Engineers Malaysia and Curtin University Sarawak.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/22201
dc.description.abstract

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 plastic soil model was carried out to simulate the real SDSP piles in which, the effect of the piles’ cross sections (10 mm x 10 mm square and 3 mm in diameter) was considered. The effect of introducing multiple rows arrangement of SDSP in terms of the single, double and triple rows arrangements of those piles were also studied. 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 the ground during landslide is mainly governed by the bending stiffness (EI) of the reinforcing rods.

dc.publisherCurtin University Sarawak
dc.subjectdeflection behavior
dc.subjectfinite element analysis
dc.subjectSmall diameter steel piles
dc.titleDeflection behavior of small diameter steel piles model in FEM analysis for landslide countermeasure
dc.typeConference Paper
dcterms.dateSubmitted2014-03-14
dcterms.source.startPage179
dcterms.source.endPage186
dcterms.source.titleProceedings of the 8th CUTSE International Conference
dcterms.source.seriesProceedings of the 8th CUTSE International Conference
dcterms.source.conference8th CUTSE International Conference
dcterms.source.conferencedatesDec 3 2013
dcterms.source.conferencelocationCurtin University Sarawak
dcterms.source.placeMiri
curtin.digitool.pid196446
curtin.pubStatusPublished
curtin.departmentSarawak Malaysia
curtin.identifier.scriptidPUB-SAR-DIV-DM-79609
curtin.accessStatusFulltext not available


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