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ABSTRACT
Measurements were made of the applied tensile stress necessary to cause tensile failure of partially saturated samples of uniform sized glass beads.
Stress was applied by constraining a sample in a specially designed centrifuge head. The nature of the constraint and the position of the sample in the mount placed a tensile stress on the cylindrical sample. The stress was calculated from the centrifuge speed at sample failure.
The glass beads were cohesionless, i.e., when dry their interparticle attraction was essentially zero. The tensile strength of the partially saturated systems could therefore by analyzed in terms of the surface tension of the water films and the hydrostatic pressure of water bodies at contact points.
The theoretical tensile strengths do not agree with the experimental if the hydrostatic pressure is taken as the pressure used to desaturate the sample. Better agreement is obtained if the hydrostatic pressure used in the theoretical calculation is that predicted by capillary theory from observed water content.
1 Contribution from the Department of Soils and Plant Nutrition, University of California, Davis.
2 Associate Professor of Soil Physics and Laboratory Technician IV, University of California, respectively.
Received for publication October 23, 1961. Accepted for publication December 19, 1961.
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