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Elastic–plastic model identification for rock surrounding an underground excavation based on immunized genetic algorithm
To compute the stability of underground engineering, a constitutive model of surrounding rock must be identified. Many constitutive models for rock mass have been proposed. In this model identification study, a generalized constitutive law for an elastic–plastic constitutive model is applied. Using...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Springer International Publishing
2016
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4940315/ https://www.ncbi.nlm.nih.gov/pubmed/27462498 http://dx.doi.org/10.1186/s40064-016-2726-z |