Triaxial Testing of Frozen Sand: Equipment and Example Results-Reference-Cited by-同舟云学术

Triaxial Testing of Frozen Sand: Equipment and Example Results

Published:2003-09 Issue:3 Volume:17 Page:90-118
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Da Re Gregory¹,Germaine John T.²,Ladd Charles C.³

Affiliation:

1. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, MIT, Cambridge, MA 02139.

2. Principal Research Associate, Dept. of Civil and Environmental Engineering, MIT, Cambridge, MA 02139.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, MIT, Cambridge, MA 02139.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-381X%282003%2917%3A3%2890%29

Reference29 articles.

1. Andersen G. R. (1991). “Physical mechanisms controlling the strength and deformation behavior of frozen sand.” Doctor of Science thesis Dept. of Civil and Environmental Engineering MIT Cambridge Mass.

2. Small-strain behavior of frozen sand in triaxial compression

3. ASTM. (1997a). “Maximum index density and unit weight of soils using a vibratory table.” D 4253-93 West Conshohocken Pa. 501–513.

4. ASTM. (1997b). “Minimum index density and unit weight of soils and calculation of relative density.” D 4254-91 West Conshohocken Pa. 514–521.

5. ASTM. (1997c). “Specific gravity of soils.” D 854-92 West Conshohocken Pa. 337–343.

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