One-dimensional consolidation of layered and visco-elastic soils under arbitrary loading
β Scribed by Cai Yuan-qiang; Xu Chang-jie; Yuan Hai-ming
- Publisher
- Springer
- Year
- 2001
- Tongue
- English
- Weight
- 387 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0253-4827
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π SIMILAR VOLUMES
This paper presents a general one-dimensional (1-D) finite element (FE) procedure for a highly non-linear 1-D elastic visco-plastic (1-D EVP) model proposed by Yin and Graham for consolidation analysis of layered clay soils. In formulating the 1-D FE procedure, a trapezoidal formula is used to avoid
## 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