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Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient

✍ Scribed by Kang-He Xie; Kun Wang; Yu-Lin Wang; Chuan-Xun Li


Book ID
108101560
Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
724 KB
Volume
37
Category
Article
ISSN
0266-352X

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Analytical theory for one-dimensional co
✍ Kang-He Xie; Xin-Yu Xie; Xi-Bin Li πŸ“‚ Article πŸ“… 2008 πŸ› John Wiley and Sons 🌐 English βš– 336 KB

## Abstract This paper presents analytical solutions to the one‐dimensional consolidation problem taking into consideration the rheological properties of clayey soil under variable loadings. A four‐element rheological model is introduced, and different loading types are involved, i.e. constant load