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Triaxial Shear Tests on Pervious Gravelly Soils | Synapse

January 1, 1956

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Triaxial Shear Tests on Pervious Gravelly Soils

WHW. G. HoltzUnited States Bureau of Reclamation HGHarold J. GibbsUnited States Bureau of Reclamation

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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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Cite This Study

Holtz et al. (Sun,) studied this question.

synapsesocial.com/papers/69dad15f4a1e15904c83667a https://doi.org/https://doi.org/10.1061/jsfeaq.0000004

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Also Consider

Synapse has enriched 2 closely related papers on similar clinical questions. Consider them for comparative context:

1Control of Embankment Material by Laboratory Testing1953 · 13 citations
2The Permeability and Settlement of Laboratory Specimens of Sand and Sand-Gravel Mixtures1955 · 10 citations