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    Predicting the Onset of Static Liquefaction of Loose Sand with Fines 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Rahman Md. Mizanur; S. R. Lo
    Publisher: American Society of Civil Engineers
    Abstract: Loose sandy soil subject to undrained shearing manifests deviatoric strain softening, and such a behavior has been referred to as collapse, static liquefaction, or instability. This paper uses the term instability and ...
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    Discussion of “Comparison of Interface Shear Strength of Soil Nails Measured by Both Direct Shear Box Tests and Pullout Tests” by Lok-Man Chu and Jian-Hua Yin 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): K. S. Li; S. R. Lo
    Publisher: American Society of Civil Engineers
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    Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Ting Huang; Y. X. Zhang; Cheng Su; S. R. Lo
    Publisher: American Society of Civil Engineers
    Abstract: A generic crack bridging model for short fiber-reinforced cementitious composites is developed aiming to analytically account for fiber tensile rupture at the pullout stage and two-way fiber pullout induced by both the ...
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