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    Strain-Dependent Creep Behavior of Athabasca Oil Sand in Triaxial Compression 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 001
    Author(s): Zhechao Wang; Ron C. K. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Oil sand is a dense granular material with interlocking fabric. As a strain-softening material, oil sand exhibits a more complex creep behavior than that of strain-hardening geomaterials. The creep behavior of oil sand ...
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    Discussion of “Liquefaction and Residual Strength of Sands from Drained Triaxial Tests” by G. Norris, R. Siddharthan, Z. Zafir, and R. Madhu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Ron C. K. Wong; Marolo C. Alfaro
    Publisher: American Society of Civil Engineers
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    Strain-Dependent and Stress-Dependent Creep Model for a Till Subject to Triaxial Compression 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author(s): Zhechao Wang; Ron C. K. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Soil exhibits creep behavior, in which the deformation of soil develops with time at a state of constant effective stress. A series of triaxial compression creep tests was performed on a saturated till to investigate the ...
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