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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/68073
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dc.titleYield stress measurement by a penetration method
dc.contributor.authorThiam-Soon Tan
dc.contributor.authorTeik-Cheong Goh
dc.contributor.authorKarunaratne, G.P.
dc.contributor.authorInoue, T.
dc.contributor.authorSeng-Lip Lee
dc.date.accessioned2014-06-18T05:34:06Z
dc.date.available2014-06-18T05:34:06Z
dc.date.issued1991
dc.identifier.citationThiam-Soon Tan,Teik-Cheong Goh,Karunaratne, G.P.,Inoue, T.,Seng-Lip Lee (1991). Yield stress measurement by a penetration method. Canadian Geotechnical Journal 28 (4) : 517-522. ScholarBank@NUS Repository.
dc.identifier.issn00083674
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/68073
dc.description.abstractShear strength is an important parameter in the study of extremely soft clays or slurries. Measurement of shear strength less than 0.5 kPa is limited to a few methods such as the rotary viscometer and the Swedish fall cone; the former is suitable for slurries and the latter for soft clay. An alternative method that relies on the incremental vertical penetration of a thin plate under an incremental load to directly obtain the shear strength of extremely soft clays is investigated here. -from Authors
dc.sourceScopus
dc.typeOthers
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleCanadian Geotechnical Journal
dc.description.volume28
dc.description.issue4
dc.description.page517-522
dc.identifier.isiutNOT_IN_WOS
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