A coupled damage-elastoplasticity approach for cemented soils
Granular materials may experiment a process of cementation either artificially, as, for example, in the case of cement treated earth, or resulting from natural processes as for instance carbonate or silicate deposition. It is generally recognized that cementation will increase the stiffness, strengt...
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| Tipo de recurso: | tesis de maestría |
| Fecha de publicación: | 2019 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/170919 |
| Acceso en línea: | https://hdl.handle.net/2117/170919 |
| Access Level: | acceso abierto |
| Palabra clave: | Materials -- Testing Finite element method Assaigs de materials Elements finits, Mètode dels Àrees temàtiques de la UPC::Enginyeria civil |
| Sumario: | Granular materials may experiment a process of cementation either artificially, as, for example, in the case of cement treated earth, or resulting from natural processes as for instance carbonate or silicate deposition. It is generally recognized that cementation will increase the stiffness, strength and brittleness of the material. The TFM will address the development and validation of a constitutive model based on the coupling between damage and plasticity to capture these effects. |
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