Influence of Strain Rate on Undrained Shear Characteristics of K0-Consolidated Cohesive Soils
- 1 March 1986
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 26 (1), 85-95
- https://doi.org/10.3208/sandf1972.26.85
Abstract
No abstract availableThis publication has 7 references indexed in Scilit:
- Influence of the Number of Load Steps in K0 Consolidation on the Undrained Shear StrengthSoils and Foundations, 1984
- Influence of Anisotropy of Deformation Modulus on Effective Stress PathSoils and Foundations, 1984
- Undrained Shear Strength Anisotropy of Normally Consolidated Cohesive SoilsSoils and Foundations, 1983
- The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive SoilsSoils and Foundations, 1983
- Observations on laboratory prepared, lightly overconsolidated specimens of kaolinGéotechnique, 1974
- Effect of Strain-Rate Upon Undrained Shear Resistance of a Saturated Remoulded Fat ClayGéotechnique, 1963
- Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water ContentGéotechnique, 1951