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contributor authorJ. A. Richter-Menge
date accessioned2017-05-08T23:36:12Z
date available2017-05-08T23:36:12Z
date copyrightNovember, 1991
date issued1991
identifier issn0892-7219
identifier otherJMOEEX-28078#344_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108964
description abstractA total of 110 first-year sea ice samples from Prudhoe Bay, Alaska, were tested in unconfined and confined constant strain rate compression. All of the tests were performed in the laboratory on a closed-loop electrohydraulic testing machine at −10°C. The confined tests were performed in a conventional triaxial cell (σ1 >σ2 =σ3 ) that maintained a constant ratio between the radial and axial stress (σ2 /(σ1 )=constant) to simulate true loading conditions. Three strain rates (10−2 , 10−3 , and 10−5 /s) and three σ2 /σ1 ratios (0.25, 0.50, and 0.75) were investigated. This paper summarizes the field sampling and testing techniques and presents data on the effect of confinement on the compressive strength, initial tangent modulus, and failure strain of the ice.
publisherThe American Society of Mechanical Engineers (ASME)
titleConfined Compressive Strength of Horizontal First-Year Sea Ice Samples
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919940
journal fristpage344
journal lastpage351
identifier eissn1528-896X
keywordsCompressive strength
keywordsSea ice
keywordsTesting
keywordsCompression
keywordsFailure
keywordsIce
keywordsMachinery
keywordsStress AND Sampling (Acoustical engineering)
treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
contenttypeFulltext


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