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Predicting the Onset of Static Liquefaction of Loose Sand with Fines
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 ...
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
Publisher: American Society of Civil Engineers
Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites
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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