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The Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sediment

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dc.contributor.authorHafez M.A.en_US
dc.contributor.authorLee C.Y.en_US
dc.contributor.authorFadhli Bin Mamat A.en_US
dc.contributor.authorSabri Muda R.en_US
dc.contributor.authorAlmkhal Z.en_US
dc.contributor.authorid36871460900en_US
dc.contributor.authorid57193686383en_US
dc.contributor.authorid57212462032en_US
dc.contributor.authorid57189249011en_US
dc.contributor.authorid57212469720en_US
dc.date.accessioned2023-05-29T08:14:49Z
dc.date.available2023-05-29T08:14:49Z
dc.date.issued2020
dc.description.abstractIn this study, numerical simulation was conducted to characterize and quantify the soil-structure interaction for buried concrete box culverts under high fill embankments. For such buried culverts, the dead weight of soil itself is the main design load, and the effect of live loads is not considered significant. Important factors that influence soil-structure interaction include the effect of the embankment height, the relative stiffness of the existing and backfill soil, culvert buried depth, and the rigidity of the subgrade layer on which the culvert rests. � 2020, Springer Nature Singapore Pte Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-15-1971-0_17
dc.identifier.epage174
dc.identifier.scopus2-s2.0-85076749442
dc.identifier.spage167
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85076749442&doi=10.1007%2f978-981-15-1971-0_17&partnerID=40&md5=db039c1f6b496d5ea66efc532c4c85da
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25821
dc.publisherSpringeren_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.titleThe Stability of the Fill Embankment Erected from the Ringlet Reservoir Dredged Sedimenten_US
dc.typeBook Chapteren_US
dspace.entity.typePublication
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