Titlebook: Unsaturated Soils: Experimental Studies; Proceedings of the I Tom Schanz Conference proceedings 20051st edition Springer-Verlag Berlin Heid

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Measurement of osmotic suction using the squeezing techniqueepends upon the extraction pressure and the initial water content. The osmotic suction measured using the squeezing technique was then compared with the difference between total suction (measured with transistor psychrometer) and matric suction (measured with axis translation technique).

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Determination of hydro-mechanical Properties of Sandof loose and dense specimen were determined by using the suction mode and pressure mode axis translation technique under various vertical net stresses. One dimensional compression and rebound behavior was studied for specimens at different initial matric suction values. During these tests the matric

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Water permeability of unsaturated compacted kaolinng the air overpressure technique: ambient air pressure (raised above the atmospheric pressure) was kept constant and pore water pressure was modified. Permeability was measured by monitoring water inflow in response to a suction decrease and interpolating experimental data using a simplified soluti

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Ondines-curse

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