An Improved Volume Measurement for Determining Soil Water Retention Curves

被引:0
作者
Ecole Polytechnique Fédérale de Lausanne-EPFL, Soil Mechanics Laboratory, Station 18, Lausanne [1 ]
CH-1015, Switzerland
不详 [2 ]
NC
27708-0287, United States
机构
[1] Ecole Polytechnique Fédérale de Lausanne-EPFL, Soil Mechanics Laboratory, Station 18, Lausanne
[2] Department of Civil and Environmental Engineering, Duke University, Durham, 27708-0287, NC
来源
Geotech. Test. J. | 2006年 / 1卷
基金
美国国家科学基金会;
关键词
cracks; friction; shrinkage; soil water retention curve; volume measurement accuracy;
D O I
10.1520/GTJ100167
中图分类号
学科分类号
摘要
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. © 2007 by ASTM International.
引用
收藏
相关论文
共 18 条
  • [1] Abou-Bekr N., Derdouf F.M., Bekkouche A., Behaviour Upon Drying-wetting Paths of Maghnia Bentonite (West of Algeria), Proceedings of the International Symposium Advanced Experimental Unsaturated Soil Mechanics, Experus 05, pp. 145-169, (2005)
  • [2] Barbour S.L., Nineteenth Canadian Geotechnical Colloquium: The Soil Water Characteristic Curve: A Historical Perspective, Can. Geotech. J., 35, pp. 873-894, (1998)
  • [3] Corte A., Higashi A., Experimental Research on Desiccation Cracks in Soil, Research Report 66, (1960)
  • [4] Dyer M.R., Further Tests on the Fissuring of Clay Fill at the Thorngumbald Flood Embankment, Proceedings of the International Symposium Advanced Experimental Unsaturated Soil Mechanics, Experus 05, pp. 501-504, (2005)
  • [5] Geiser F., Comportement mécanique d'un limon non saturé: étude expérimentale et modélisation constitutive, (1999)
  • [6] Head K.H., Manual of Soil Laboratory Testing, Volume 1: Soil Classification and Compaction Tests, (1980)
  • [7] Hilf J.W., An Investigation of Pore-water Pressure in Compacted Cohesive Soils, (1956)
  • [8] Fiche toxicologique No. 140, Pétrôles lampants, (1998)
  • [9] Guide to the Expression of Uncertainty in Measurement, (1993)
  • [10] Itaya Y., Taniguci S., Hasatani M., A Numerical Study of Transient Deformation and Stress Behavior of a Clay Slab During Drying, Drying Technol, 15, 1, pp. 1-21, (1997)