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Slope stability analysis of granitic residual soil using Slope/W, resistivity and seismic

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dc.citedby3
dc.contributor.authorOmar R.C.en_US
dc.contributor.authorBaharuddin I.N.Z.en_US
dc.contributor.authorTaha H.en_US
dc.contributor.authorRoslan R.en_US
dc.contributor.authorHazwani N.K.en_US
dc.contributor.authorMuzad M.F.en_US
dc.contributor.authorid35753735300en_US
dc.contributor.authorid55812431300en_US
dc.contributor.authorid54279619100en_US
dc.contributor.authorid57159693200en_US
dc.contributor.authorid55812452000en_US
dc.contributor.authorid57205237878en_US
dc.date.accessioned2023-05-29T06:54:13Z
dc.date.available2023-05-29T06:54:13Z
dc.date.issued2018
dc.description.abstractThere are many factors that influence slope failure such as natural disasters and human activities. Amongst the major causes are the rise of groundwater and infiltration of prolonged and antecedent rainfalls. Together with its geographical condition; high lands and mountains, Malaysia is prone to have landslides especially at the Main Range area where most of the soil is residual soil. This study investigated a slope which had a history of landslide due to circular failure landslide using Slope/W, resistivity and seismic surveys to determine the physical and mechanical properties of the on-site materials. Based on the resistivity survey, the existence of groundwater level has been detected at a depth of 10.0 m from the ground level. Seismic analysis showed that the subsurface area was made up of Weathered Granite Grade VI (sandy soil) which is loose to medium dense. SLOPE/W analysis showed that the factor of safety (FOS) was 0.186 which was unstable for slope stability condition. The assessment showed that the slope condition is still not stable despite slope stabilization measurement using cement grouting. It is proposed that erosion control measures on the slope surface should be implemented to prevent recurrent of slope failure and to ensure slope stability. � 2018 Authors.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.14419/ijet.v7i4.35.22355
dc.identifier.epage176
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85059244172
dc.identifier.spage172
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85059244172&doi=10.14419%2fijet.v7i4.35.22355&partnerID=40&md5=ca090d8ef3ea732ce612878cc7550201
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/24008
dc.identifier.volume7
dc.publisherScience Publishing Corporation Incen_US
dc.sourceScopus
dc.sourcetitleInternational Journal of Engineering and Technology(UAE)
dc.titleSlope stability analysis of granitic residual soil using Slope/W, resistivity and seismicen_US
dc.typeArticleen_US
dspace.entity.typePublication
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