Publication:
Resistivity Survey for Slope Zonation in Landslide Risk Study

Simple item page
dc.citedby0
dc.contributor.authorWahab W.A.en_US
dc.contributor.authorOmar R.C.en_US
dc.contributor.authorTaher T.M.en_US
dc.contributor.authorRoslan R.en_US
dc.contributor.authorBaharuddin I.N.Z.en_US
dc.contributor.authorKhalid N.H.N.en_US
dc.contributor.authorIsa A.A.M.en_US
dc.contributor.authorZarime N.A.en_US
dc.contributor.authorSolemon B.en_US
dc.contributor.authorJaapar A.R.en_US
dc.contributor.authorid56040257700en_US
dc.contributor.authorid35753735300en_US
dc.contributor.authorid57195257852en_US
dc.contributor.authorid57159693200en_US
dc.contributor.authorid55812431300en_US
dc.contributor.authorid55812452000en_US
dc.contributor.authorid58074943900en_US
dc.contributor.authorid56593247000en_US
dc.contributor.authorid24832320000en_US
dc.contributor.authorid57361879800en_US
dc.date.accessioned2024-10-14T03:19:35Z
dc.date.available2024-10-14T03:19:35Z
dc.date.issued2023
dc.description.abstractThe resistivity and seismic methods were employed for slope risk investigation at Tower 42, Jor Bintang transmission line in Cameron Highlands, Pahang, with the aim of facilitating slope maintenance. The area�around the tower legs displayed several properties�that hinted at potential slope stability issues. To identify the optimal test line for geophysical testing, a novel approach was applied utilizing the slope risk assessment method, thereby determining the criticality of the sub-divided slopes. The selection of the geophysical test line was based on geological and geotechnical properties, with Line 1 covering a total length of 100 m from the top of the front berm to the top of the back berm, and Line 2 crossing Line 1, spanning 120 m. The resistivity and seismic methods yielded positive results, with the 2D-generated resistivity images indicating the presence of weathered bedrock beneath the utilized test lines. Based on these findings, it is recommended that researchers consider employing this method as a pre-assessment in slope investigations. This approach significantly aids in determining the most suitable location for conducting a slope survey, ensuring the accuracy of the obtained results. � The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2023.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-99-3708-0_17
dc.identifier.epage252
dc.identifier.scopus2-s2.0-85185956945
dc.identifier.spage241
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85185956945&doi=10.1007%2f978-981-99-3708-0_17&partnerID=40&md5=c805b79baaf05f1e8492ea193582697a
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34409
dc.identifier.volumePart F2265
dc.pagecount11
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.subjectElectrical energy production area
dc.subjectGeophysical method
dc.subjectResistivity
dc.subjectSeismic
dc.subjectSlope stability
dc.titleResistivity Survey for Slope Zonation in Landslide Risk Studyen_US
dc.typeBook chapteren_US
dspace.entity.typePublication
Files
Collections
SCOPUS