On the optimization of shrinkage in soft cohesive soils
β Scribed by T. K. Karalis
- Publisher
- Springer Vienna
- Year
- 2004
- Tongue
- English
- Weight
- 348 KB
- Volume
- 171
- Category
- Article
- ISSN
- 0001-5970
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π SIMILAR VOLUMES
## Abstract The secant stiffness of the stress β strain β hysteresis during a cyclic or dynamic loading with very small strain amplitudes is sometimes called βdynamicβ stiffness of a soil. In contrast, a βstaticβ stiffness is obtained from the first loading curve in oedometric or triaxial tests. In
An analytical model to simulate the penetration of the piezocone penetrometer in cohesive soils is presented here. The elasto-plastic coupled field equations of the saturated cohesive soils (given by Voyiadjis and Abu-Farsakh) is used in this analysis. The numerical simulation of the piezocone penet