Modelling Temperature and Strain Rate Dependent Behavior of Clays: One Dimensional Consolidation
- 1 June 1998
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 38 (2), 63-73
- https://doi.org/10.3208/sandf.38.2_63
Abstract
No abstract availableThis publication has 12 references indexed in Scilit:
- Isothermal modeling of sand–bentonite mixtures at elevated temperaturesCanadian Geotechnical Journal, 1995
- A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected TestsSoils and Foundations, 1992
- Thermoplasticity of Saturated Clays: Experimental Constitutive StudyJournal of Geotechnical Engineering, 1990
- Thermoplasticity of Saturated Soils and Shales: Constitutive EquationsJournal of Geotechnical Engineering, 1990
- Two‐dimensional consolidation analysis using an elasto‐viscoplastic constitutive equationInternational Journal for Numerical and Analytical Methods in Geomechanics, 1986
- Stress–strain–strain rate relation for the compressibility of sensitive natural claysGéotechnique, 1985
- The permeability of natural soft clays. Part I: Methods of laboratory measurementCanadian Geotechnical Journal, 1983
- Constitutive Equations for Normally Consolidated Clay Based on Elasto-ViscoplastSoils and Foundations, 1982
- A mathematical model for consolidation in a thermoelastic aquifer due to hot water injection or pumpingWater Resources Research, 1981
- On The Yielding of SoilsGéotechnique, 1958