Effects of Anisotropic Versus Isotropic Consolidation in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils
- 1 December 1978
- journal article
- Published by ASTM International in Geotechnical Testing Journal
- Vol. 1 (4) , 173-189
- https://doi.org/10.1520/gtj10868j
Abstract
No abstract availableKeywords
This publication has 6 references indexed in Scilit:
- The Influence of Stress History on Stress Paths in Undrained Triaxial Tests on ClayPublished by ASTM International ,2009
- Predicting Effective Stress PathsJournal of the Soil Mechanics and Foundations Division, 1971
- Discussion of “Strength of Anisotropically Consolidated Compacted Clay”Journal of the Soil Mechanics and Foundations Division, 1971
- Strength of Anisotropically Consolidated Compacted ClayJournal of the Soil Mechanics and Foundations Division, 1970
- The Relationships between the Effective Stresses and Water Content in Saturated ClaysGéotechnique, 1960
- Fundamentals of Soil MechanicsSoil Science, 1948