Analytical theory for one-dimensional co
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Kang-He Xie; Xin-Yu Xie; Xi-Bin Li
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Article
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2008
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John Wiley and Sons
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English
β 336 KB
## Abstract This paper presents analytical solutions to the oneβdimensional consolidation problem taking into consideration the rheological properties of clayey soil under variable loadings. A fourβelement rheological model is introduced, and different loading types are involved, i.e. constant load