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    Fracture Toughness of Freshwater Ice—Part II: Analysis and Micrography 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 002:;page 141
    Author(s): L. J. Weber; W. A. Nixon
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Experiments have been performed to determine the effect of loading rate and temperature on the fracture toughness of freshwater ice. A first paper (Weber and Nixon, 1996) presents the experimental ...
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    Flexural Strength of Sand‐Reinforced Ice 

    Source: Journal of Cold Regions Engineering:;1991:;Volume ( 005 ):;issue: 001
    Author(s): W. A. Nixon; L. J. Weber
    Publisher: American Society of Civil Engineers
    Abstract: By reinforcing ice with readily available alluvium, an economic building material for remote Arctic locations may be obtained. Three‐point bending tests are performed on ice reinforced with sand (
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    The Fracture Toughness of Ice Over a Range of Grain Sizes 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 002:;page 192
    Author(s): W. A. Nixon; E. M. Schulson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tests have been performed at −10°C on circumferentially notched right circular cylinders of randomly oriented granular polycrystalline freshwater ice, to determine whether grain size affects ...
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    Fracture Toughness of Freshwater Ice—Part I: Experimental Technique and Results 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 002:;page 135
    Author(s): L. J. Weber; W. A. Nixon
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Experiments have been performed to determine the effect of loading rate and temperature on the fracture toughness of both granular and S2 columnar freshwater ice. Loading rate was varied from ...
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    Model Study of Cable‐Moored Conical Platform 

    Source: Journal of Cold Regions Engineering:;1993:;Volume ( 007 ):;issue: 001
    Author(s): W. A. Nixon; R. Ettema; M. Matsuishi; R. C. Johnson
    Publisher: American Society of Civil Engineers
    Abstract: Cable‐moored platforms may be an attractive engineering approach to the problem of conducting engineering activities such as drilling in moderately deep (20–70 m) ice‐covered waters. However, the dynamic performance of ...
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    The Structure and Tensile Behavior of First-Year Sea Ice and Laboratory-Grown Saline Ice 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1990:;volume( 112 ):;issue: 004:;page 357
    Author(s): G. A. Kuehn; R. W. Lee; W. A. Nixon; E. M. Schulson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tensile tests have been performed on first-year sea ice and on laboratory-grown saline ice at −10° C and at two strain rates, 10−3 s−1 and 10−7 s−1 . The first-year sea ice was collected ...
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