چکیده مقاله
The paper represents data of an elaborate laboratory test program on the water flow behaviour in a variety of soils including clay, silt, and sand The experimental tests were carried out with a flexible wall permeameter The water coefficient of permeability of statically compacted samples was evaluated in different net confining stress and saturation conditions The observed trend showed that the effect of void ratio on water permeability of unsaturated samples is different than the effect of void ratio on water permeability of saturated soils
کلیدواژهها
نویسندگان
Ali Mirzaii
Ph D Student, Faculty of Civil & Environmental Engineering, Tarbiat Modares University, Tehran
Seyyed Shahaboddin Yasrobi
Associate Professor, Faculty of Civil & Environmental Engineering, Tarbiat Modares University
Nasser Khalili
Professor, School of Civil & Environmental Engineering, University of New South Wals, Sydney
شیوه ارجاع
Mirzaii, Ali and Yasrobi, Seyyed Shahaboddin and Khalili, Nasser,1391,On water coefficient of permeability in unsaturated compressible soils,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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