Consolidation of clays subjected to three-dimensional embankment loadings
β Scribed by J. C. Small; B. Q. Zhang
- Publisher
- John Wiley and Sons
- Year
- 1991
- Tongue
- English
- Weight
- 587 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0363-9061
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π SIMILAR VOLUMES
A method is presented which may be used to compute the displacements, strains and moments (both in-plane and transverse) in buried structures such as pipelines and culverts subjected to longitudinal bending. This type of bending can occur if a surface loading such as a vehicular loading or an embank
## Abstract In many cases the analysis of the consolidation of axiβsymmetric bodies subjected to non axiβsymmetric loading may be carried out without recourse to a full threeβdimensional treatment. Advantage may be taken of the axiβsymmetric nature of the body and field quantities such as displacem