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dc.contributor.authorWilliam Colgan
dc.date.accessioned2017-05-08T22:13:36Z
dc.date.available2017-05-08T22:13:36Z
dc.date.copyrightSeptember 2014
dc.date.issued2014
dc.identifier.other39907753.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/74283
dc.description.abstractSeveral factors are increasing the likelihood of open ice pit mining adjacent to the Greenland ice sheet. This study employs a fully transient one-dimensional (1D) (depth-averaged) ice flow model, which includes a first-order longitudinal stress gradient approximation, to estimate the ice excavation required to establish and maintain an open ice pit. An idealized open ice pit geometry and purely deformational flow are assumed. A Monte Carlo approach is used to quantify the cumulative uncertainty in total ice excavation resulting from four key parameters: (1) ice temperature, (2) ice thickness, (3) equilibrium line altitude, and (4) surface mass balance gradient. Two scenarios of ice pit slope (2H:1V and 3H:1V), excavation method (constant and progressively steepening slope), and surface ablation enhancement (
dc.publisherAmerican Society of Civil Engineers
dc.titleConsidering the Ice Excavation Required to Establish and Maintain an Open Ice Pit
dc.typeJournal Paper
dc.journal.volume28
dc.journal.issue3
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000067
dc.treeJournal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 003
dc.contenttypeFulltext


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