Search
CSV
RISPreconsolidation versus Aging Behavior of Kaolinite Clay
Publisher: American Society of Civil Engineers
Abstract: Results of resonant column tests were used to determine the effects of overconsolidation ratio (OCR) and of aging on the normalized rate of secondary increase
1988 Armenia Earthquake. II: Damage Statistics versus Geologic and Soil Profiles
Publisher: American Society of Civil Engineers
Closure to “<i>Preconsolidation versus Aging Behavior of Kaolinite Clay</i>” by G. A. Athanasopoulos (June, 1993, Vol. 119, No. 6)
Publisher: American Society of Civil Engineers
Effect of Creep on Shear Modulus of Clays
Publisher: American Society of Civil Engineers
Abstract: An experimental study using resonant column tests determined the effects of drained shearing creep on the low‐amplitude shear modulus,
Effect of Stress Release on Shear Modulus of Clays
Publisher: American Society of Civil Engineers
Abstract: An experimental study using resonant column tests determined the effect of a temporary release of confining pressure (under conditions of no drainage) on the low‐amplitude shear modulus,
Correlation between G0 and τmax for Kaolinite Clay
Publisher: American Society of Civil Engineers
Abstract: The low-amplitude shear modulus, G
Discussion of “Liquefaction Susceptibility Criteria for Silts and Clays” by Ross W. Boulanger and I. M. Idriss
Publisher: American Society of Civil Engineers
Discussion of “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils” by Jonathan D. Bray and Rodolfo B. Sancio
Publisher: American Society of Civil Engineers
Discussion of “Effects of Nonplastic Fines on the Liquefaction Resistance of Sands” by Carmine P. Polito and James R. Martin II
Publisher: American Society of Civil Engineers