Stress-Strain and Strength Characteristics of Silt-Clay Transition Soils
- 1 October 2012
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
- Vol. 138 (10), 1257-1265
- https://doi.org/10.1061/(asce)gt.1943-5606.0000692
Abstract
The influence of nonplastic silt content on the stress-strain, volume change, and strength characteristics of anisotropic silt-clay transition soils is investigated. A series of one-dimensional compression tests, isotropic compression tests, and undrained and drained triaxial tests on three soils of similar base clay but different nonplastic silt contents are performed on cross-anisotropic specimens prepared from consolidation of slurries. Tests with major loading directions both parallel and perpendicular to the specimens’ axis of deposition are performed. It is observed that the tested silt-clay soils are less compressible with increasing silt content during one-dimensional and isotropic compression tests. During drained and undrained triaxial tests, the normally consolidated soils at the same consolidation stress show larger values of stiffness and drained and undrained shear strengths with increasing silt content. The silt-clay soils also show larger pore pressure changes during undrained triaxial tests but essentially similar volumetric strains during drained tests as the silt content increases. In addition, it is observed that silt content significantly influences the anisotropy of the stress-strain and strength characteristics of the transition silt-clay soils.Keywords
This publication has 14 references indexed in Scilit:
- The mechanics of an Italian silt: an example of ‘transitional’ behaviourGéotechnique, 2006
- Mechanical behavior of silty soils of the Venice lagoon as a function of their grading characteristicsCanadian Geotechnical Journal, 2002
- Properties and behaviour of Hong Kong marine deposits with different clay contentsCanadian Geotechnical Journal, 1999
- Drained Residual Strength of Cohesive SoilsJournal of Geotechnical Engineering, 1994
- Hyperbolic Stress‐Strain Parameters for SiltsJournal of Geotechnical Engineering, 1994
- Anisotropy of Normally Consolidated San Francisco Bay MudGeotechnical Testing Journal, 1991
- Automatic Volume Change and Pressure Measurement Devices for Triaxial Testing of SoilsGeotechnical Testing Journal, 1988
- The drained residual strength of cohesive soilsGéotechnique, 1981
- Anisotropy in a natural soft clayey siltEngineering Geology, 1974
- Strength Anisotropy and Time Effects of Two Sensitive ClaysCanadian Geotechnical Journal, 1972