Proportional Strain Tests of Fresh‐Water Ice Rubble

dc.contributor.author	Sveinung Løset
dc.contributor.author	Mohamed Sayed
dc.date.accessioned	2017-05-08T21:13:48Z
dc.date.available	2017-05-08T21:13:48Z
dc.date.copyright	June 1993
dc.date.issued	1993
dc.identifier.other	%28asce%290887-381x%281993%297%3A2%2844%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/43567
dc.description.abstract	Fresh‐water ice rubble was tested under proportional displacement rates in a plane‐strain apparatus. Stress‐strain relationships and values of the mobilized angle of internal friction were determined for a range of strain paths. Stresses increased with increasing strains. Shear stress dependence on shear strain and mean pressure dependence on volumetric strain followed logarithmic equations. The roles of block‐size distribution and of submerging the rubble were examined. The results are also compared to those of model ice rubble.
dc.publisher	American Society of Civil Engineers
dc.title	Proportional Strain Tests of Fresh‐Water Ice Rubble
dc.type	Journal Paper
dc.journal.volume	7
dc.journal.issue	2
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)0887-381X(1993)7:2(44)
dc.tree	Journal of Cold Regions Engineering:;1993:;Volume ( 007 ):;issue: 002
dc.contenttype	Fulltext