Soil Liquefaction Evaluations by Elastic Shear Moduli
- 1 March 1986
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 26 (1) , 25-35
- https://doi.org/10.3208/sandf1972.26.25
Abstract
No abstract availableThis publication has 9 references indexed in Scilit:
- Undrained Cyclic Shear Strength of a Dense Niigata SandSoils and Foundations, 1984
- Elastic-Wave Velocities and Liquefaction PotentialGeotechnical Testing Journal, 1984
- Empirical Correlation of Soil Liquefaction Based on SPT N-Value and Fines ContentSoils and Foundations, 1983
- Cyclic Triaxial Test of Dynamic Soil Properties for Wide Strain RangeSoils and Foundations, 1980
- Stress Conditions and Stress Histories Affecting Shear Modulus and Damping of Sand under Cyclic LoadingSoils and Foundations, 1979
- Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during EarthquakesJournal of the Geotechnical Engineering Division, 1979
- Yielding of Overconsolidated Sand and Liquefaction Model under Cyclic StressesSoils and Foundations, 1978
- Effects of Sample Preparation on Sand LiquefactionJournal of the Geotechnical Engineering Division, 1977
- Shear Modulus and Damping in Soils: Measurement and Parameter Effects (Terzaghi Leture)Journal of the Soil Mechanics and Foundations Division, 1972