Strength and stress-strain parameters from a constitutive hardening soil model for settlement analysis of strip footings
Back in 1970, Duncan and Chang developed a hyperbolic stress-strain relationship for analyses of stresses and displacements of soil masses. However, in order to accurately perform these analyses, the stress-strain characteristics of the soil must be realistically represented. The difficulty in model...
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| Formato: | Thesis |
| Idioma: | English |
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