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Griffith University: Griffith Research Online
Article . 2015
Full-Text: http://hdl.handle.net/10072/163708
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Journal of Geotechnical and Geoenvironmental Engineering
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Journal of Geotechnical and Geoenvironmental Engineering
Article . 2015 . Peer-reviewed
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Shear Strength of Clay at Different Shear Rates

descriptionPublicationkeyboard_double_arrow_right Article 01 May 2015 Australia English Publisher:American Society of Civil Engineers (ASCE)Journal:Journal of Geotechnical and Geoenvironmental Engineering, volume 141 (issn: 1090-0241, eissn: 1943-5606, Copyright policy )
Authors: Gratchev, Ivan B; Sassa, Kyoji;

doi: 10.1061/(asce)gt.1943-5606.0001297

handle: 10072/163708

Shear Strength of Clay at Different Shear Rates

Abstract

AbstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.

Country
Australia
Related Organizations
Keywords

Civil geotechnical engineering, Environmental engineering, Civil engineering

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    influence
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    This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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citations
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
36
Top 10%
Top 10%
Top 10%
Green
bronze