Undrained Cyclic Shear Strength and Residual Shear Strain of Saturated Sand by Cyclic Triaxial Tests
- 30 September 1991
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 31 (3), 60-76
- https://doi.org/10.3208/sandf1972.31.3_60
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
- Undrained cyclic shear strength and deformation of sands subjected to initial static shear stress : Soil Dynamics and Liquefaction, Proc 4th International Conference on Soil Dynamics and Earthquake Engineering, Mexico City, 23–26 October 1989 P81–103. Publ Southampton: Computational Mechanics Publications, 1989International Journal of Rock Mechanics and Mining Sciences, 1991
- Undrained Monotonic and Cyclic Triaxial Strength of SandJournal of Geotechnical Engineering, 1986
- Strength-Deformation Characteristics of a Soil Subjected to Initial Shear StressSoils and Foundations, 1986
- Effect of Static Shear on Resistance to LiquefactionSoils and Foundations, 1983
- Cyclic Undrained Stress-Strain Behavior of Dense Sands by Torsional Simple Shear TestSoils and Foundations, 1982
- Factors Affecting Liquefaction and Cyclic MobilityJournal of the Geotechnical Engineering Division, 1977
- Influence of Degree of Shear Stress Reversal on the Liquefaction Potential of Saturated SandSoils and Foundations, 1975
- Liquefaction and Cyclic Mobility of Saturated SandsJournal of the Geotechnical Engineering Division, 1975