UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES

It 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 p...

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Main Authors: Katman H.Y., Lee C.Y., Zulnisyam D.U., Baharuddin I.N.Z., Pauzi N.I.M.
Other Authors: 55812804800
Format: Article
Published: Asian Research Publishing Network 2025
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author Katman H.Y.
Lee C.Y.
Zulnisyam D.U.
Baharuddin I.N.Z.
Pauzi N.I.M.
author2 55812804800
author_facet 55812804800
Katman H.Y.
Lee C.Y.
Zulnisyam D.U.
Baharuddin I.N.Z.
Pauzi N.I.M.
author_sort Katman H.Y.
building UNITEN Library
collection Institutional Repository
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
continent Asia
country Malaysia
description It 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.
format Article
id my.uniten.dspace-36656
institution Universiti Tenaga Nasional
publishDate 2025
publisher Asian Research Publishing Network
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spelling my.uniten.dspace-366562025-03-03T15:43:41Z UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES Katman H.Y. Lee C.Y. Zulnisyam D.U. Baharuddin I.N.Z. Pauzi N.I.M. 55812804800 57193686383 58542750700 55812431300 26536518100 It 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. Final 2025-03-03T07:43:41Z 2025-03-03T07:43:41Z 2024 Article 10.59018/042468 2-s2.0-85199303448 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85199303448&doi=10.59018%2f042468&partnerID=40&md5=81a1b1ce606a6a7ca90d4d622c50933f https://irepository.uniten.edu.my/handle/123456789/36656 19 8 501 508 Asian Research Publishing Network Scopus
spellingShingle Katman H.Y.
Lee C.Y.
Zulnisyam D.U.
Baharuddin I.N.Z.
Pauzi N.I.M.
UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title_full UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title_fullStr UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title_full_unstemmed UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title_short UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
title_sort uncoupled analysis of piles stabilized transmission tower slopes
url_provider http://dspace.uniten.edu.my/