Publication:
Novel Remediation Technique for Stabilizing the Damaged Slopes of Kenyir Dam

Simple item page
dc.citedby0
dc.contributor.authorHafez M.en_US
dc.contributor.authorJine C.Y.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorSidek L.M.en_US
dc.contributor.authorYassin A.M.en_US
dc.contributor.authorEldin M.M.en_US
dc.contributor.authorid36871460900en_US
dc.contributor.authorid59358744700en_US
dc.contributor.authorid55812444000en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid57347737600en_US
dc.contributor.authorid57199645796en_US
dc.date.accessioned2025-03-03T07:45:34Z
dc.date.available2025-03-03T07:45:34Z
dc.date.issued2024
dc.description.abstractThis study evaluates the engineering properties of a novel type of reinforced PVC-encased micropile made of an expanded mixture (PUCR) of polyurethane resin (PU) and crumb rubber (CR) for Kenyir dam slopes stabilization. Two types of PUCR micropiles were tested: one containing 4.0 kg/m of PU and another with 2.0 kg/m of PU, both with varying ratios of CR from 0% to 30%. Compressive and flexural strength tests were conducted. Results showed that a 1:1 ratio of Polyol to Isocyanate in PU yielded the best compressive strength. For 4 kg/m PUCR micropiles, strength decreased as CR ratio increased, while for 2 kg/m micropiles, strength increased with CR ratio up to 10%. The study concludes that PUCR micropiles demonstrate good flexural strengths and may offer installation advantages for reinforcing unstable slopes, especially in areas with space and access constraints. However, proper sizing and CR ratio optimization are crucial for enhancing structural integrity and performance. ? 2024 NSP Natural Sciences Publishing Cor.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.18576/amis/180619
dc.identifier.epage1427
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85205793418
dc.identifier.spage1417
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85205793418&doi=10.18576%2famis%2f180619&partnerID=40&md5=e5f26c5a1b3c905751f6b1740b4b1868
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/36895
dc.identifier.volume18
dc.pagecount10
dc.publisherNatural Sciences Publishingen_US
dc.sourceScopus
dc.sourcetitleApplied Mathematics and Information Sciences
dc.titleNovel Remediation Technique for Stabilizing the Damaged Slopes of Kenyir Damen_US
dc.typeArticleen_US
dspace.entity.typePublication
Files
Collections
SCOPUS