Triaxial Testing of Frozen Sand: Equipment and Example Results

dc.contributor.author	Gregory Da Re
dc.contributor.author	John T. Germaine
dc.contributor.author	Charles C. Ladd
dc.date.accessioned	2017-05-08T21:14:07Z
dc.date.available	2017-05-08T21:14:07Z
dc.date.copyright	September 2003
dc.date.issued	2003
dc.identifier.other	%28asce%290887-381x%282003%2917%3A3%2890%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/43746
dc.description.abstract	This paper describes a high-pressure, low-temperature triaxial testing system that has been specifically designed and built at the Massachusettes Institute of Technology in order to study the physical mechanisms controlling the strength-deformation behavior of frozen sands. The computer controlled system is capable of performing high-stress monotonic triaxial compression tests on specimens measuring
dc.publisher	American Society of Civil Engineers
dc.title	Triaxial Testing of Frozen Sand: Equipment and Example Results
dc.type	Journal Paper
dc.journal.volume	17
dc.journal.issue	3
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)0887-381X(2003)17:3(90)
dc.tree	Journal of Cold Regions Engineering:;2003:;Volume ( 017 ):;issue: 003
dc.contenttype	Fulltext