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    Response of Granular Soil along Constant Stress Increment Ratio Path 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Sik‐Cheung Robert Lo; Ian Kenneth Lee
    Publisher: American Society of Civil Engineers
    Abstract: The stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
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    Rate Sensitivity of Asphalt Concrete in Triaxial Compression 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 002
    Author(s): Sik-Cheung Robert Lo; Kejing Chen; D. E. Newcomb
    Publisher: American Society of Civil Engineers
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    Characterizing Monotonic Behavior of Pond Ash within Critical State Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Jiajun Zhang; Sik-Cheung Robert Lo; Md Mizanur Rahman; Jun Yan
    Publisher: American Society of Civil Engineers
    Abstract: The monotonic behavior of pond ash was studied experimentally and with a particular focus on evaluating the applicability of critical state soil mechanics framework in synthesizing and modeling the observed mechanical ...
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