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- W2595365161 abstract "The goal of this paper is to construct a model for moisture diffusion in expansive soils from the available data to enable the prediction of heave and stress with time. A unified finite element technique is used for the analysis of the time-dependent swelling of soils. The rate-type constitutive law, which incorporates elasto-viscoplastic in formulation, is considered to simulate the behaviour of expansive soils. The computation of heave and stress is continued after the assumed time of the end of the wetting period to see the performance of the expansive soil in the dryness period. The results show that the expansive soil begins to contract after reaching a peak value of heave due to the reduction of its moisture content. Some numerical tests have been compared to observed ones to validate the resulting schemes." @default.
- W2595365161 created "2017-03-23" @default.
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- W2595365161 date "2016-04-18" @default.
- W2595365161 modified "2023-09-24" @default.
- W2595365161 title "Moisture Distribution in Expansive Clay Layers and its Effect" @default.
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