Cyclic Wetting and Drying Behavior of a Compacted Soil
Publish Year: 1389
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICGESM04_256
تاریخ نمایه سازی: 18 خرداد 1389
Abstract:
Experimental cyclic wetting-drying tests were performed on compacted expansive soil samples to study the effect of sample deformation on wetting-drying behavior of an expansive soil. The tests were carried out in a modified conventional oedometer apparatus at a surcharge pressure of 6.25 kPa. The test results revealed that swell-shrink was reversible when the vertical deformation, water content and specific volume during cyclic of wetting and drying were the same
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Authors
A.R. Estabragh
Faculty of Soil and Water Engineering, University of Tehran,
B. Parsaei
Ms Student of Water Structural Engineering, University of Tehran