期刊
CANADIAN GEOTECHNICAL JOURNAL
卷 42, 期 1, 页码 287-296出版社
CANADIAN SCIENCE PUBLISHING
DOI: 10.1139/T04-082
关键词
vapour equilibrium technique; hygrometer; water retention curve; temperature effects; compacted bentonite
Problems related to unsaturated soils are frequently encountered in geotechnical or environmental engineering works. In most cases, for simplicity, one can study the problems by considering the suction effects on volume change or shear strength under isothermal conditions. Often, under these conditions, a temperature-independent water retention curve is considered in the analysis - obviously a simplification. When the temperature changes are too significant to be ignored, it is necessary to account for the thermal effects. This note presents a method for controlling suction with the vapour equilibrium technique at different temperatures. First, calibration of various saturated saline solutions was carried out at temperatures ranging from 20 degrees C to 60 degrees C. A mirror psychrometer was used to measure relative humidity generated by saturated saline solutions at different temperatures. The results obtained were in good agreement with the data from the literature. This information was then used to determine the water retention properties of MX80 clay, which showed that the retention curve shifts downward with increasing temperature.
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