Publication:
Behavior of Stabilizing Piles to Increase Stability of Residual Soil Slope

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dc.citedby0
dc.contributor.authorKatman H.Y.B.en_US
dc.contributor.authorLee C.Y.en_US
dc.contributor.authorZulnisyam D.U.B.en_US
dc.contributor.authorPauzi N.I.B.M.en_US
dc.contributor.authorBaharuddin I.N.Z.B.en_US
dc.contributor.authorid55812804800en_US
dc.contributor.authorid57193686383en_US
dc.contributor.authorid58542750700en_US
dc.contributor.authorid26536518100en_US
dc.contributor.authorid55812431300en_US
dc.date.accessioned2024-10-14T03:17:58Z
dc.date.available2024-10-14T03:17:58Z
dc.date.issued2023
dc.description.abstract-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.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.61485/IJAeT/v5-3-2023-23
dc.identifier.epage191
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85178445746
dc.identifier.spage185
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85178445746&doi=10.61485%2fIJAeT%2fv5-3-2023-23&partnerID=40&md5=727d48653c181d9930caab6b70fcbd18
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34102
dc.identifier.volume5
dc.pagecount6
dc.publisherRoman Science Publications and Distributionsen_US
dc.relation.ispartofAll Open Access
dc.relation.ispartofBronze Open Access
dc.sourceScopus
dc.sourcetitleInternational Journal of Applied Engineering and Technology (London)
dc.subjectfactor of safety
dc.subjectmultiple rows of minipiles
dc.subjectparametric analysis
dc.subjectresidual soil slope
dc.titleBehavior of Stabilizing Piles to Increase Stability of Residual Soil Slopeen_US
dc.typeArticleen_US
dspace.entity.typePublication
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