Behavior of Dilative Sand Interfaces in a Geotribology Framework-Reference-Cited by-同舟云学术

Behavior of Dilative Sand Interfaces in a Geotribology Framework

Published:2002-01 Issue:1 Volume:128 Page:25-37
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dove Joseph E.¹,Jarrett J. Bradley²

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061; formerly, Research Engineer, Georgia Tech, Atlanta, GA.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305; formerly Undergraduate Research Assistant, Georgia Tech, Atlanta, GA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A1%2825%29

Reference23 articles.

1. ASTM. (1992). “Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method.” D 5321-92 West Conshohocken Pa.

2. Barton N. and Choubey V. (1977). “The shear strength of rock joints in theory and practice.” Rock Mechanics Springer Verlag Vol. 10(1–2) 1–54.

3. The strength and dilatancy of sands

4. Desai C. S. (1981). “Behavior of interfaces between structural and geologic media.” Proc. Int. Conf. Recent Adv. Geotech. Earthquake Eng. Univ. of Missouri at Rolla St. Louis Mo. 619–638.

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