Publication:
Geoelectrical Resistivity Profiling Surveys as a Guide for Geotechnical Pile Capacity Design Calculations: A Case Study

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dc.citedby0
dc.contributor.authorTaher T.M.en_US
dc.contributor.authorOmar R.C.en_US
dc.contributor.authorWahab W.A.en_US
dc.contributor.authorRoslan R.en_US
dc.contributor.authorSolemon B.en_US
dc.contributor.authorRafek A.G.M.en_US
dc.contributor.authorJaapar A.R.en_US
dc.contributor.authorIsa A.A.M.en_US
dc.contributor.authorid57195257852en_US
dc.contributor.authorid35753735300en_US
dc.contributor.authorid56040257700en_US
dc.contributor.authorid57159693200en_US
dc.contributor.authorid24832320000en_US
dc.contributor.authorid21743487800en_US
dc.contributor.authorid57361879800en_US
dc.contributor.authorid58074943900en_US
dc.date.accessioned2024-10-14T03:19:11Z
dc.date.available2024-10-14T03:19:11Z
dc.date.issued2023
dc.description.abstractDeveloping critical infrastructure in quaternary marine deposits requires detailed preliminary information to design a construction plan. The preferred approach for soil physical and mechanical properties determination is testing and analyzing soil samples obtained through drilling and subsurface investigations. Resistivity profiling surveys are commonly related to the energy industry. Thus, this study used resistivity profiling to establish an initial relationship using geoelectrical resistivity values with a standard penetration test, SPT-N value. Based on the profile, a low resistivity value ranging between 25.5 and 15.8 ?.m and thickness from 3.0�m to 9.2 m signifies a saturated zone. Electrical resistivity showed a significant correlation with soil properties as the finding recorded low resistivity in soft sandy clay with an N value lower than 7, while firmer soil has an N value greater than 7. The findings are also applied to obtain parameters that can estimate early design, especially in determining geotechnical pile capacity. � 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_16
dc.identifier.epage239
dc.identifier.scopus2-s2.0-85185916980
dc.identifier.spage223
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85185916980&doi=10.1007%2f978-981-99-3708-0_16&partnerID=40&md5=a749266f5eb554185ef89aa1c36468ae
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34345
dc.identifier.volumePart F2265
dc.pagecount16
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.subjectCritical infrastructure
dc.subjectEnergy
dc.subjectMackintosh probe
dc.subjectPile capacity
dc.subjectResistivity
dc.titleGeoelectrical Resistivity Profiling Surveys as a Guide for Geotechnical Pile Capacity Design Calculations: A Case Studyen_US
dc.typeBook chapteren_US
dspace.entity.typePublication
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