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One-dimensional consolidation of over-consolidated soil under time-dependent loading

✍ Scribed by Xie, Kanghe ;Wang, Kun ;Chen, Guohong ;Hu, Anfeng

Book ID
107477064
Publisher
Higher Education Press and Springer
Year
2008
Tongue
English
Weight
219 KB
Volume
2
Category
Article
ISSN
1673-7407

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πŸ“œ SIMILAR VOLUMES

Analytical theory for one-dimensional co
Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading
✍ 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