Publication:
UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES

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dc.citedby0
dc.contributor.authorKatman H.Y.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.accessioned2025-03-03T07:43:41Z
dc.date.available2025-03-03T07:43:41Z
dc.date.issued2024
dc.description.abstractIt is a common engineering practice to adopt piles to improve the stability of potentially unstable slopes. In this paper, parametric analysis of a homogeneous transmission tower slope stabilized with a row of small diameter steel piles is conducted using an uncoupled numerical method in which the pile response and slope stability are considered separately. The transmission tower slope stability is analyzed using the limit equilibrium solutions, and the stabilizing pile-soil system is modeled as a simple beam on subgrade reaction foundation. Attempts have been made to study the effect of soil property, slope geometry, pile property, pile spacing and pile position on the safety factor of the transmission tower slope stabilized with small diameter steel piles. The study shows that they have a combined effect on the performance of small diameter steel piles to stabilize transmission tower slopes. ? (2024), (Asian Research Publishing Network). All Rights Reserved.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.59018/042468
dc.identifier.epage508
dc.identifier.issue8
dc.identifier.scopus2-s2.0-85199303448
dc.identifier.spage501
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85199303448&doi=10.59018%2f042468&partnerID=40&md5=81a1b1ce606a6a7ca90d4d622c50933f
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/36656
dc.identifier.volume19
dc.pagecount7
dc.publisherAsian Research Publishing Networken_US
dc.sourceScopus
dc.sourcetitleARPN Journal of Engineering and Applied Sciences
dc.titleUNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPESen_US
dc.typeArticleen_US
dspace.entity.typePublication
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