One-dimensional consolidation of layered soils with impeded boundaries under time-dependent loadings
β Scribed by Cai Yuan-qiang; Liang Xu; Wu Shi-ming
- Publisher
- Springer
- Year
- 2004
- Tongue
- English
- Weight
- 430 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0253-4827
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## 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
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