Fabric evolution during hydromechanical loading of a compacted silt
- 19 April 2004
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 28 (6), 483-499
- https://doi.org/10.1002/nag.348
Abstract
No abstract availableKeywords
Funding Information
- Swiss Agency for Environment, Forests and Landscape (2001.H.10)
This publication has 31 references indexed in Scilit:
- Comportement hydromécanique d'un sol gonflant compacté sous très fortes succionsComptes Rendus Mecanique, 2003
- An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviourGéotechnique, 2003
- Predicting soil—water characteristic curves of compacted plastic soils from measured pore-size distributionsGéotechnique, 2002
- Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compressionGéotechnique, 2000
- Experimental behaviour and modelling of an unsaturated compacted soilCanadian Geotechnical Journal, 2000
- Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetryCanadian Geotechnical Journal, 2000
- Microstructure of a compacted siltCanadian Geotechnical Journal, 1996
- Relations between pore-space and hydraulic properties in compacted beds of silty-loam aggregatesSoil Technology, 1994
- The permeability of a porous medium determined from certain probability laws for pore size distributionWater Resources Research, 1968
- CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMSPhysics, 1931