This paper presents a semi-analytical solution for one dimensional consolidation problem of inelastic clays under cyclic loading considering the effect of the change of the consolidation coefficient of the soil layer. Due to change of the consolidation coefficient, and time-dependant loading, Terzag
The one dimensional consolidation under cyclic loading
β Scribed by I. Juran; A. Bernardet
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 36 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0266-352X
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π SIMILAR VOLUMES
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
## 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