Effect of end conditions on the uniaxial compressive strength of frozen sand

From National Research Council Canada

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  1. National Research Council of Canada
FormatText, Article
Conference3rd International Conference on Permafrost, July 10, 1978, Edmonton, Alberta, Canada
Subjectpermafrost; soils; compressive strength; frozen soils; uniaxial compression; sand; fine Ottawa sand (ASTM-C-109); constant strain rate; instron universal testing machine; compliant platen
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LanguageEnglish
Peer reviewedYes
IdentifierDBR-P-812
NRC numberNRCC 17088
NRC-IRC-335
NPARC number20375888
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Record identifier9d04e70e-eb7f-496c-8f80-88b7500a4319
Record created2012-07-23
Record modified2024-03-14
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