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Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope

-The use of one-row of piles for stabilization of an unstable slope has been employed for many years. However, when one-row of piles are not able to stabilize complex slopes then multiple rows of piles should be adopted. This paper presents the feasibility of using multiple rows of stabilizing minip...

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Main Authors:	Katman H.Y.B., Lee C.Y., Zulnisyam D.U.B., Pauzi N.I.B.M., Baharuddin I.N.Z.B.
Other Authors:	55812804800
Format:	Article
Published:	Roman Science Publications and Distributions 2024
Subjects:	factor of safety multiple rows of minipiles parametric analysis residual soil slope
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id	my.uniten.dspace-34102
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spelling	my.uniten.dspace-341022024-10-14T11:17:58Z Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope Katman H.Y.B. Lee C.Y. Zulnisyam D.U.B. Pauzi N.I.B.M. Baharuddin I.N.Z.B. 55812804800 57193686383 58542750700 26536518100 55812431300 factor of safety multiple rows of minipiles parametric analysis residual soil slope -The use of one-row of piles for stabilization of an unstable slope has been employed for many years. However, when one-row of piles are not able to stabilize complex slopes then multiple rows of piles should be adopted. This paper presents the feasibility of using multiple rows of stabilizing minipiles to increase the residual soil slope stability. Consolidated undrained triaxial (CIU) tests were conducted on reconstituted saturated samples of residual soil to determine the shear strength behavior. The response of residual soil slope stabilized with minipiles was carried out using a simplified pile-slope analysis method. The influencing factors on the behavior of residual soil slope stabilized with multiple rows of stabilizing minipiles were investigated. A parametric study was performed for utilizing the use of multiple rows of stabilizing minipiles mainly includes the pile row number, pile row position and slope geometry. The computed stabilizing minipile response shows that the residual soil slope stability with one-row of stabilizing piles is different from that with multiple rows of stabilizing piles. The present study could provide useful insight into the use of multiple rows of minipiles to increase the stability of residual soil slope. � Roman Science Publications. Final 2024-10-14T03:17:58Z 2024-10-14T03:17:58Z 2023 Article 10.61485/IJAeT/v5-3-2023-23 2-s2.0-85178445746 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85178445746&doi=10.61485%2fIJAeT%2fv5-3-2023-23&partnerID=40&md5=727d48653c181d9930caab6b70fcbd18 https://irepository.uniten.edu.my/handle/123456789/34102 5 3 185 191 All Open Access Bronze Open Access Roman Science Publications and Distributions Scopus
institution	Universiti Tenaga Nasional
building	UNITEN Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Tenaga Nasional
content_source	UNITEN Institutional Repository
url_provider	http://dspace.uniten.edu.my/
topic	factor of safety multiple rows of minipiles parametric analysis residual soil slope
spellingShingle	factor of safety multiple rows of minipiles parametric analysis residual soil slope Katman H.Y.B. Lee C.Y. Zulnisyam D.U.B. Pauzi N.I.B.M. Baharuddin I.N.Z.B. Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
description	-The use of one-row of piles for stabilization of an unstable slope has been employed for many years. However, when one-row of piles are not able to stabilize complex slopes then multiple rows of piles should be adopted. This paper presents the feasibility of using multiple rows of stabilizing minipiles to increase the residual soil slope stability. Consolidated undrained triaxial (CIU) tests were conducted on reconstituted saturated samples of residual soil to determine the shear strength behavior. The response of residual soil slope stabilized with minipiles was carried out using a simplified pile-slope analysis method. The influencing factors on the behavior of residual soil slope stabilized with multiple rows of stabilizing minipiles were investigated. A parametric study was performed for utilizing the use of multiple rows of stabilizing minipiles mainly includes the pile row number, pile row position and slope geometry. The computed stabilizing minipile response shows that the residual soil slope stability with one-row of stabilizing piles is different from that with multiple rows of stabilizing piles. The present study could provide useful insight into the use of multiple rows of minipiles to increase the stability of residual soil slope. � Roman Science Publications.
author2	55812804800
author_facet	55812804800 Katman H.Y.B. Lee C.Y. Zulnisyam D.U.B. Pauzi N.I.B.M. Baharuddin I.N.Z.B.
format	Article
author	Katman H.Y.B. Lee C.Y. Zulnisyam D.U.B. Pauzi N.I.B.M. Baharuddin I.N.Z.B.
author_sort	Katman H.Y.B.
title	Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
title_short	Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
title_full	Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
title_fullStr	Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
title_full_unstemmed	Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope
title_sort	behavior of stabilizing piles to increase stability of residual soil slope
publisher	Roman Science Publications and Distributions
publishDate	2024
_version_	1814061041078763520
score	13.222552

Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope

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