Shear Modulus and Cyclic Undrained Behavior of Sands
- 1 December 1989
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 29 (4) , 105-119
- https://doi.org/10.3208/sandf1972.29.4_105
Abstract
No abstract availableThis publication has 31 references indexed in Scilit:
- Discussion: Dynamic penetration resistance and the prediction of the compressibility of a fine-grained sand—a laboratory studyGéotechnique, 1986
- Soil Liquefaction Evaluations by Elastic Shear ModuliSoils and Foundations, 1986
- Effects of Preshearing on Liquefaction Characteristics of Saturated Sand Subjected to Cyclic LoadingSoils and Foundations, 1984
- Effect of Static Shear on Resistance to LiquefactionSoils and Foundations, 1983
- Effects of Large Preshearing on Cyclic Behavior of SandSoils and Foundations, 1982
- 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
- Shear Moduli of Sands under Cyclic Torsional Shear LoadingSoils and Foundations, 1978
- Liquefaction of Saturated Sand in Triaxial Torsion Shear TestSoils and Foundations, 1972
- The Mechanism of Fabric Changes During Compressional Deformation of SandSoils and Foundations, 1972