Viscous Property of Loose Sand in Triaxial Compression, Extension and Cyclic Loading
- 1 October 2006
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 46 (5), 665-684
- https://doi.org/10.3208/sandf.46.665
Abstract
No abstract availableThis publication has 20 references indexed in Scilit:
- STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIALSOILS AND FOUNDATIONS, 2005
- Effects of stress ratio on small-strain stiffness during triaxial shearingGéotechnique, 2004
- On measuring creep behaviour in granular materials through triaxial testingCanadian Geotechnical Journal, 2002
- Time-Dependent Shear Deformation Characteristics of Sand and their Constitutive ModellingSoils and Foundations, 2002
- Evaluation of Time-Dependent Deformation Properties of Sedimentary Soft Rock and their Constitutive ModelingSoils and Foundations, 2001
- Mechanical modelling of drained creep triaxial tests on loose sandGéotechnique, 2000
- Experimental Study of Drained Creep Behavior of SandJournal of Engineering Mechanics, 1998
- Anisotropy in Elastic Deformation of Granular MaterialsSoils and Foundations, 1998
- A Simple Gauge for Local Small Strain Measurements in the LaboratorySoils and Foundations, 1991
- Strength and Deformation Characteristics of Saturated Sand at Extremely Low PressuresSoils and Foundations, 1984