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    A Three-Dimensional Model for Ice Rubble Pile-Ice Sheet-Conical Structure Interaction at the Piers of Confederation Bridge, Canada 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2018:;volume( 140 ):;issue: 005:;page 51501
    Author(s): Wong, Chee K.; Brown, Thomas G.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Offshore structures constructed in waters where ice cover is prevalent for several months a year are subjected to ice loading. Some of these structures are conical or sloped-faced in shape, where flexural failure becomes ...
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    Assessment of Flexure Failure Models Using Loads Measured on the Conical Piers of the Confederation Bridge During 1998–2008 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 001:;page 11502
    Author(s): Wong, Chee K.; Brown, Thomas G.; Susan Robertson, J.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Confederation Bridge spans across the Northumberland Strait in Eastern Canada connecting Prince Edward Island to mainland Canada through New Brunswick. Due to the presence of ice during each winter, the bridge piers ...
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    Methodology for Estimating Creep Deformation from Consolidation Deformation in 1D Compression 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
    Author(s): Wong Chee K.;Wan Richard G.;Wong Ron C. K.
    Publisher: American Society of Civil Engineers
    Abstract: In geotechnical engineering, characterization of time-dependent behavior of clayey soils under one-dimensional (1D) constant stress has been controversial. In some special cases, the creep deformation is insignificant ...
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