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contributor authorIn-Mo Lee
contributor authorHyung-Joo Lee
contributor authorJeong-Yeon Cheon
contributor authorLakshmi N. Reddi
date accessioned2017-05-08T21:27:36Z
date available2017-05-08T21:27:36Z
date copyrightNovember 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A11%281020%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52266
description abstractDesiccation of a deformable soil is basically the removal of water by evaporation, which is controlled by evaporativity and evaporability. Surface evaporation improves the trafficability, which is essential for the access of construction equipment in areas reclaimed with soft clay. The existing traditional methods for evaluating evaporation cannot account for the deformation of soils during evaporation. Therefore, a theoretical model for predicting the rate of evaporation from the surface of a deformable material is proposed. The model is based on a system of equations for coupled heat and mass transfer in unsaturated soils. The modified pressure plate extractor test and glass desiccator test were carried out to obtain the soil-water characteristic curve for a deformable soil. A column-drying test was conducted to investigate one-dimensional water flow, heat flow, and evaporation in the surface. A finite difference program was developed to solve the coupled nonlinear partial differential equations, which permits the study of liquid, diffusive vapor, and heat flows in the deformable soil. Comparison between measured and simulated values shows good agreement.
publisherAmerican Society of Civil Engineers
titleEvaporation Theory for Deformable Soils
typeJournal Paper
journal volume129
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:11(1020)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
contenttypeFulltext


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