Uniaxial Compression Tests on Diesel-Contaminated Frozen Silty-Soil Specimens-Reference-Cited by-同舟云学术

Uniaxial Compression Tests on Diesel-Contaminated Frozen Silty-Soil Specimens

Published:2013-09 Issue:3 Volume:27 Page:132-154
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Chenaf Djaouida¹,Stämpfli Nicolas²,Chapuis Robert P.³

Affiliation:

1. Dept. of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, Canada K7K 7B4; Dept. of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7 (corresponding author).

2. Golder Associates Ltd., 9200, Blvd. de l’Acadie, bureau 10, Montreal, QC, Canada H4N 2T2.

3. Dept. of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7.

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%29CR.1943-5495.0000056

Reference24 articles.

1. ASTM. (1992). “Standard test method for specific gravity of soils.” ASTM D854-92 West Conshohocken PA.

2. ASTM. (1994). “Standard test method for laboratory determination of creep properties of frozen soil samples by uniaxial compression.” ASTM D5520-94 West Conshohocken PA.

3. Baker T. H. W. (1976). “Transportation preparation and storage of frozen soil specimens for laboratory testing.” Soil specimen preparation for laboratory testing ASTM STP 599 American Society for Testing and Materials West Conshohocken PA 88–112.

4. Baker T. H. W. (1983). “Effect of end conditions on the uniaxial compressive strength of frozen sand.” Proc. 4th Int. Conf. on Permafrost National Research Council of Canada Ottawa Ontario 608–614.

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