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Titlebook: Experimental Unsaturated Soil Mechanics; T. Schanz Conference proceedings 20071st edition Springer-Verlag Berlin Heidelberg 2007 Analysis.

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https://doi.org/10.1007/978-3-658-00415-6st evaporation rate during continuous drying affects the water retention curve whereas the stage drying procedure provides more accurate results. Factors such as sample geometry and tensiometer position (relative to the sample) are also likely to affect the response obtained during continuous drying. These are the object of future investigation.
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https://doi.org/10.1007/978-3-8349-6403-8 constant suctions. Volume change and shear strength data for the samples were monitored continuously during the experiments. In this paper, the results of the experimental study will be presented and the effects of suction on the shear strength and volume change of unsaturated soil will be discussed in detail.
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https://doi.org/10.1007/978-3-642-75091-5 combined effects of stress and suction is proposed. Experiments show that it provides satisfactory results to predict a feature of multiphase chalk behaviour that is important in the study of the behaviour of oilfields.
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Application of a Dew Point Method to Obtain the Soil Water Characteristic). Characteristics for four soil samples ranging in texture from sand to bentonite are presented. All show a linear relationship when water content is plotted vs. logarithm of suction. The slope of the characteristic is easily obtained for use in expansive soil identification.
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Determination of the Soil Water Retention Curve with Tensiometersst evaporation rate during continuous drying affects the water retention curve whereas the stage drying procedure provides more accurate results. Factors such as sample geometry and tensiometer position (relative to the sample) are also likely to affect the response obtained during continuous drying. These are the object of future investigation.
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