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Slope stability analysis using Universal Distinct Element Code (UDEC) method

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dc.citedby2
dc.contributor.authorRoslan R.en_US
dc.contributor.authorOmar R.C.en_US
dc.contributor.authorPutri R.F.en_US
dc.contributor.authorWahab W.A.en_US
dc.contributor.authorBaharuddin I.N.Z.en_US
dc.contributor.authorJaafar R.en_US
dc.contributor.authorid57159693200en_US
dc.contributor.authorid35753735300en_US
dc.contributor.authorid55574444300en_US
dc.contributor.authorid56040257700en_US
dc.contributor.authorid55812431300en_US
dc.contributor.authorid57216287434en_US
dc.date.accessioned2023-05-29T08:10:36Z
dc.date.available2023-05-29T08:10:36Z
dc.date.issued2020
dc.descriptionDynamic loads; Environmental management; Rock mechanics; Rocks; Slope protection; Stress analysis; Discontinuum; Dynamic loadings; Jointed rock mass; Rock mass; Slope stability analysis; Stress wave; Universal distinct element codes; Slope stabilityen_US
dc.description.abstractSlope stability analysis was conducted using the Universal Distinct Element Code (UDEC) technique in this research. This technique stimulates the spread of stress waves in the jointed rock mass owing to dynamic loading caused by the blast. Simulation is a vital component of the slope stability analysis, as it generates a model called discontinuum capable of simulating the movement of fragments owing to the burst of production. Besides, the discontinuous codes used in this analysis may duplicate the entire method of fragmentation of the rock from fracture to fragment throw. This discontinuous analysis can also simulate joints and porosity attributes in a rock mass. � Published under licence by IOP Publishing Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12081
dc.identifier.doi10.1088/1755-1315/451/1/012081
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85083031104
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85083031104&doi=10.1088%2f1755-1315%2f451%2f1%2f012081&partnerID=40&md5=e2e0c56a9a439082f0770639eda57376
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25536
dc.identifier.volume451
dc.publisherInstitute of Physics Publishingen_US
dc.relation.ispartofAll Open Access, Gold
dc.sourceScopus
dc.sourcetitleIOP Conference Series: Earth and Environmental Science
dc.titleSlope stability analysis using Universal Distinct Element Code (UDEC) methoden_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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