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AuthorEid H.T.
AuthorRabie K.H.
Available date2019-10-17T07:44:39Z
Publication Date2018
Publication NameInternational Journal of Geomechanics
ResourceScopus
ISSN15323641
URIhttp://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0001038
URIhttp://hdl.handle.net/10576/12179
Abstract[No abstract available]
AbstractThe writers wish to thank the discussers for their interest in the paper. They also appreciate the discussers’ effort in measuring the fully softened shear strength of soil using different apparatuses. The discussers raised questions that are mainly related to (1) the rate of shear used to ensure having a drained condition in ring shear testing, (2) the selection of a constant value of 2.5° to convert the ring shear results to those yielded from the consolidated drained triaxial compression test, and (3) sample processing and its effects on the development and use of shear strength correlations. The following paragraphs answer these questions in detail.
Languageen
PublisherAmerican Society of Civil Engineers (ASCE)
TitleClosure to "Fully softened shear strength for soil slope stability analyses" by Hisham T. Eid and Khaled H. Rabie
TypeArticle
Issue Number4
Volume Number18
dc.accessType Abstract Only


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