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contributor authorRobert Ettema
contributor authorWilfrid A. Nixon
date accessioned2017-05-08T21:14:09Z
date available2017-05-08T21:14:09Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290887-381x%282005%2919%3A4%28103%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43771
description abstractPresented herein are ice-tank data concerning ice-rubble loads against a moored conical platform. Of prime interest is how rubble-ice loads are influenced by horizontal stiffness of the platform’s mooring system. An important, and heretofore undocumented, feature of rubble loading and clearing around the platform is the accumulation of ice rubble as a false bow, or prow, at the platform’s leading perimeter. The ice-tank data show that, under certain conditions of ice-rubble loading, the lowest stiffness of mooring tested resulted in prow instability and sloughing, which in turn lead to a cyclic pattern of loading, and to rubble congestion around the platform. An outcome of such rubble congestion was a marked increase in the overall rubble-ice load exerted against the platform.
publisherAmerican Society of Civil Engineers
titleIce Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform
typeJournal Paper
journal volume19
journal issue4
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2005)19:4(103)
treeJournal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 004
contenttypeFulltext


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