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Stress Ratio Effects on Shear Modulus of Dry Sands
Publisher: American Society of Civil Engineers
Abstract: Resonant column tests involving anisotropic confining conditions were conducted to evaluate static stress condition, especially stress ratio effects on the low‐amplitude dynamic shear modulus,
Closure to “<i>Stress Ratio Effects on Shear Modulus of Dry Sands</i>” by Peiji Yu and F. E. Richart, Jr. (March, 1984)
Publisher: American Society of Civil Engineers