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RISEffect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
Publisher: American Society of Civil Engineers
Abstract: A series of strain-controlled cyclic triaxial tests were performed on Firoozkuh sand‒silt mixtures with wide ranges of fines content (FC), relative density (Dr), and effective confining stress (