Triaxial Shear Tests on Pervious Gravelly Soils-Reference-Cited by-同舟云学术

Triaxial Shear Tests on Pervious Gravelly Soils

Published:1956-01 Issue:1 Volume:82 Page:
ISSN:0044-7994
Container-title:Journal of the Soil Mechanics and Foundations Division
language:en
Short-container-title:J. Soil Mech. and Found. Div.

Author:

Holtz Wesley G.¹,Gibbs Harold J.²

Affiliation:

1. Chief, Earth Laboratory Branch, U. S. Bureau of Reclamation, Denver, Colo.

2. Head, Special Investigation Section, Earth Laboratory Branch, U. S. Bureau of Reclamation, Denver, Colo.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSFEAQ.0000004

Reference5 articles.

1. Trans. ASCE 1953 118A The Control of Embankment Material by Laboratory Testing " by F. C. Walker and W. G. Holtz

2. "The Permeability and Settlement of Laboratory Specimens of Sand and Sand-Gravel Mixtures " by C. W. Jones Symposium on Permeability of Soils ASTM 1954.

3. "The Effect of Rock Content and Placement Density on Consolidation and Related Pore Pressure in Embankment Construction " by H. J. Gibbs Proc. ASTM Vol. 50 1950.

4. Earth Manual Bureau of Reclamation 1951.

5. "Triaxial Shear Equipment for Gravelly Soils " by 0. A. Noell Proc. Third Int. Conf. on Soil Mechanics and Foundation Engineering Vol. I 1953.

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