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Triaxial Shear Tests on Pervious Gravelly Soils

descriptionPublicationkeyboard_double_arrow_right Article 01 Jan 1956 English Publisher:American Society of Civil Engineers (ASCE)Journal:Journal of the Soil Mechanics and Foundations Division, volume 82 (issn: 0044-7994, eissn: 2690-3369, Copyright policy )
Authors: Wesley G. Holtz; Harold J. Gibbs;

doi: 10.1061/jsfeaq.0000004

Triaxial Shear Tests on Pervious Gravelly Soils

Abstract

Tests to determine shear characteristics of free draining gravelly soils; relations between shear resistance and density, amount of gravel, gradation, maximum particle size, and particle shape; effect of testing speed on shear test data and effect of specimen size for any maximum particle size up to 3 in.

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selected citations
These citations are derived from selected sources.
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!
61
Top 10%
Top 1%
Average
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