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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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    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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    Risk Assessment for Stability and Containment Property of an Underground Oil Storage Facility in Construction Phase Using Fuzzy Comprehensive Evaluation Method 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 004
    Author(s): Zhechao Wang; Liping Qiao; Shucai Li; Liping Bi
    Publisher: American Society of Civil Engineers
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