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RISDiscussion of “Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope” by W. R. Azzam and A. Z. ElWakil
Publisher: American Society of Civil Engineers
Postliquefaction Undrained Shear Behavior of Sand-Silt Mixtures at Constant Void Ratio
Publisher: American Society of Civil Engineers
Abstract: A detailed study on the postliquefaction undrained shear behavior of sand-silt mixtures at constant void ratios is presented in this article. The influence of different parameters such as density, amplitude of cyclic shear ...