Publication:
Assessment of Small Diameter Steel Pile as a Stabilizing Element for Transmission Tower Slope Stability

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dc.citedby1
dc.contributor.authorKatman H.Y.B.en_US
dc.contributor.authorLee C.Y.en_US
dc.contributor.authorZulnisyam D.U.en_US
dc.contributor.authorBaharuddin I.N.Z.en_US
dc.contributor.authorPauzi N.I.M.en_US
dc.contributor.authorid55812804800en_US
dc.contributor.authorid57193686383en_US
dc.contributor.authorid58542750700en_US
dc.contributor.authorid55812431300en_US
dc.contributor.authorid26536518100en_US
dc.date.accessioned2024-10-14T03:20:35Z
dc.date.available2024-10-14T03:20:35Z
dc.date.issued2023
dc.description.abstractBackground: Stabilization of unstable slopes with relatively large reinforced concrete piles has been widely adopted over the past several decades. Small diameter steel piles have several advantages as a slope reinforcement technique for an unstable transmission tower slope where space and access restrictions that typically occur render alternate approaches unfeasible. Methods: In this study, a numerical performance assessment of small diameter steel pile as a stabilizing element for transmission tower slope stability was carried out using an uncoupled analysis, in which the pile response and slope stability are considered separately. Numerical evaluations are presented and the influencing parameters that could affect the behavior of reinforcing piles to increase transmission tower slope stability are investigated. Results: The numerical analysis results indicate that the soil properties, slope geometry, pile location, pile diameter, pile length and number of pile rows have a combined effect on the performance of small diameter steel piles to stabilize transmission tower slopes. Conclusion: The numerical assessment can satisfactorily capture some fundamental response of transmission tower slope reinforced with multi-row small diameter steel piles. � 2023 Katman et al.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNoe187414952302220
dc.identifier.doi10.2174/18741495-v17-e230418-2022-73
dc.identifier.scopus2-s2.0-85168320596
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85168320596&doi=10.2174%2f18741495-v17-e230418-2022-73&partnerID=40&md5=79d8d111f43f7dac1241269f7483472b
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34550
dc.identifier.volume17
dc.publisherBentham Science Publishersen_US
dc.relation.ispartofAll Open Access
dc.relation.ispartofGold Open Access
dc.sourceScopus
dc.sourcetitleOpen Civil Engineering Journal
dc.subjectFactor of safety
dc.subjectNumerical analysis
dc.subjectRow of piles
dc.subjectSlope stability
dc.subjectSmall diameter piles
dc.subjectTransmission tower slope
dc.titleAssessment of Small Diameter Steel Pile as a Stabilizing Element for Transmission Tower Slope Stabilityen_US
dc.typeArticleen_US
dspace.entity.typePublication
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