A non-linear "nite element (FE) model is presented to account for soil column e!ects on strong ground motion. A three-dimensional bounding surface plasticity model with a vanishing elastic region, appropriate for non-lique"able soils, is formulated to accommodate the e!ects of plastic deformation ri
Non-linear characteristics of engineering soils
β Scribed by A. W. T. Daniel; R. C. Harvey; E. Burley
- Publisher
- Springer
- Year
- 1975
- Tongue
- English
- Weight
- 781 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0022-2461
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