An Improved Volume Measurement for Determining Soil Water Retention Curves
Authors:
- 1 January 2007
- journal article
- Published by ASTM International in Geotechnical Testing Journal
- Vol. 30 (1) , 1-8
Abstract
The complete determination of soil water retention curves requires the sample volume to be measured in order to calculate its void ratio and degree of saturation. During drying in the pressure plate apparatus, cracks often appear in the sample altering its deformation and evaporation patterns. Consequently, this causes a significant scatter in the volume measurement when using the volume displacement method. This paper proposes a simple method to avoid cracking, by limiting friction and adhesion boundary effects, to allow for unrestrained shrinkage of the sample. Such modification of the technique decreases the measurement error by a factor of three.Keywords
This publication has 8 references indexed in Scilit:
- Thermomechanics of Drying Processes2003
- Towards a more rational approach to chemical compatibility testing of clayCanadian Geotechnical Journal, 2002
- Water permeability, water retention and microstructure of unsaturated compacted Boom clayEngineering Geology, 1999
- Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspectiveCanadian Geotechnical Journal, 1998
- Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspectiveCanadian Geotechnical Journal, 1998
- A Numerical Study of Transient Deformation and Stress Behavior of a Clay Slab During DryingDrying Technology, 1997
- A Procedure for Determining Volumetric Shrinkage of an Unsaturated SoilGeotechnical Testing Journal, 1989
- A PRESSURE-MEMBRANE EXTRACTION APPARATUS FOR SOIL SOLUTIONSoil Science, 1941