Browsing by Author "Jaqués Adell, Irene"
Now showing items 1-6 of 6
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Análisis geomecánico del deslizamiento del Forn de Canillo (Andorra) mediante el programa de elementos finitos Plaxis
(Universitat Politècnica de Catalunya, 2015-10)
Master thesis
Open AccessEl deslizamiento del Forn de Canillo (Principat d’Andorra) constituye uno de los más grandes deslizamientos del ámbito pirenaico. Forma un depósito de estructura compleja, debido a la superposición de depósitos que han ... -
Further developments in stress initialization in geomechanics via FEM and a two-step procedure involving Airy functions
(2017)
Conference report
Open AccessThe in-situ stress field in rock masses is a key aspect when a numerical analysis of a rock mass is carried out in any area of geo-engineering, such as civil, mining, or Oil & Gas. A method for the numerical generation of ... -
Methods for FEM stress initialization based on stress functions, and application to a reservoir cross-section
(OnePetro, 2013)
Conference report
Restricted access - publisher's policyAn accurate description of the in-situ stress field in a rock mass is crucial in different areas of geo-engineering such as: underground excavations, hydrocarbon extraction, CO2 storage, hydraulic fracture etc. In this ... -
Revisión del deslizamiento de Canillo, Andorra
(Universitat Politècnica de Catalunya, 2014-06-18)
Master thesis (pre-Bologna period)
Open Access -
Viscoplastic constitutive models for zero-thickness interface elements, formulation and applications
(2019)
Conference report
Open AccessAn energy-based work-softening visco-plastic model for zero-thickness interface elements has been developed as an extension of an existing elastic-perfectly-viscoplastic formulation. In the inviscid limit the model also ... -
Viscoplastic constitutive models for zero-thickness interface elements, formulation and applications
(CIMNE, 2019)
Conference report
Open AccessAn energy-based work-softening visco-plastic model for zero-thickness interface elements has been developed as an extension of an existing elastic-perfectly-viscoplastic formulation. In the inviscid limit the model also ...
