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contributor authorJ. P. Nadreau
contributor authorA. M. Nawwar
contributor authorY. S. Wang
date accessioned2017-05-08T23:36:13Z
date available2017-05-08T23:36:13Z
date copyrightAugust, 1991
date issued1991
identifier issn0892-7219
identifier otherJMOEEX-28076#260_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108977
description abstractTests have been conducted on freshwater columnar ice samples to determine the uniaxial and triaxial compressive strength of the ice. Four parameters were varied. The confining pressure was increased up to 2.85 MPa (400 psi) in steps of 0.7 MPa (100 psi). The strain rate was varied in order to obtain the ductile to brittle transition peak. Temperature was kept mainly at −2°, with two series at −10°C and −20°C, and samples were machined with axes parallel, perpendicular or at a 45-deg angle to the direction of ice growth. The results are presented within their original context, but analyzed with reference to recent studies conducted on the multiaxial behavior of ice.
publisherThe American Society of Mechanical Engineers (ASME)
titleTriaxial Testing of Freshwater Ice at Low Confining Pressures
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919929
journal fristpage260
journal lastpage265
identifier eissn1528-896X
keywordsIce
keywordsTesting
keywordsPressure
keywordsTemperature
keywordsBrittleness AND Compressive strength
treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 003
contenttypeFulltext


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