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- W2377918119 abstract "Based on Bishop effective stress principle,a consolidation theory of unsaturated soil is proposed in this paper that incorporates the soil-water characteristic curve(SWCC) proposed by Fredlund.Two stages in consolidation process of unsaturated soil were assumed.At the first stage,neither water nor air was drained,and the deformation of soil was only caused by compression of air.At the second stage,the deformation of soil was induced by drainage of pore-water and pore-air.And then,a one-dimensional consolidation equation system for unsaturated soil and its numerical solutions at this stage were presented." @default.
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- W2377918119 date "2010-01-01" @default.
- W2377918119 modified "2023-09-23" @default.
- W2377918119 title "Numerical Solution and Analysis of One-dimensional Consolidation of Unsaturated Soil with SWCC" @default.
- W2377918119 hasPublicationYear "2010" @default.
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