Publication:
Simplified Constant Volume Simple Shear Tests on Clay

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dc.citedby2
dc.contributor.authorThian S.Y.en_US
dc.contributor.authorLee C.Y.en_US
dc.contributor.authorid56285179400en_US
dc.contributor.authorid57193686383en_US
dc.date.accessioned2023-05-29T06:51:27Z
dc.date.available2023-05-29T06:51:27Z
dc.date.issued2018
dc.descriptionShear strength; Shearing; Constant volumes; Direct simple shears; Over consolidation ratio; Pore-water pressures; Shearing rates; Undrained shear strength; Undrained strength; Vertical movement; Shearing machinesen_US
dc.description.abstractThis study investigates the shear parameter differences for an offshore clay tested under simplified constant volume direct simple shear (CDSS) and conventional non-constant volume Direct Simple Shear (DSS) conditions. Undrained test is achieved by maintaining constant specimen height against vertical movement in CDSS device. The change in vertical stress which occurs during shearing is assumed to be the equivalent pore water pressure in a truly undrained test. A series of undrained simple shear tests was performed at various vertical stresses, overconsolidation ratios (OCR) and shearing rates. The shear strength of clay specimen is overestimated when it is tested under conventional DSS device as compared to that under CDSS device. However, the secant modulus of normally consolidated local Terengganu Offshore Clay (TOC) specimens tested under CDSS device is at least two times greater than those under conventional DSS device. When offshore clay is tested under CDSS device, the normalized undrained strength of clay increases with OCR and the undrained shear strength of clay increases with shearing rate. � 2018, Korean Society of Civil Engineers.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/s12205-018-0467-y
dc.identifier.epage2842
dc.identifier.issue8
dc.identifier.scopus2-s2.0-85045148387
dc.identifier.spage2834
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85045148387&doi=10.1007%2fs12205-018-0467-y&partnerID=40&md5=68c967745d7a9a36553ea90b9f9c7edc
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23744
dc.identifier.volume22
dc.publisherSpringer Verlagen_US
dc.sourceScopus
dc.sourcetitleKSCE Journal of Civil Engineering
dc.titleSimplified Constant Volume Simple Shear Tests on Clayen_US
dc.typeArticleen_US
dspace.entity.typePublication
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