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Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility

✍ Scribed by Zhuang Ying-chun; Xie Kang-he

Publisher
SP Zhejiang University Press
Year
2005
Tongue
English
Weight
599 KB
Volume
6
Category
Article
ISSN
1009-3095

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πŸ“œ SIMILAR VOLUMES

Solution of one-dimensional finite-strai
Solution of one-dimensional finite-strain consolidation of soil with variable compressibility under cyclic loadings
✍ Yuan-Qiang Cai; Xue-Yu Geng; Chang-Jie Xu πŸ“‚ Article πŸ“… 2007 πŸ› Elsevier Science 🌐 English βš– 797 KB

Based on Gibson's governing equation for one-dimensional finite-strain consolidation of a saturated thick soil layer, a simple semianalytical method is developed to solve the problem of one-dimensional consolidation by taking into account the varied compressibility of soil under cyclic loadings. The

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