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Advances on the Failure Analysis of the Dam-Foundation Interface of Concrete Dams

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Advances on the Failure Analysis of the Dam-Foundation Interface of Concrete Dams

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Altarejos García, L.; Escuder Bueno, I.; Morales Torres, A. (2015). Advances on the Failure Analysis of the Dam-Foundation Interface of Concrete Dams. Materials. 8(12):8255-8278. doi:10.3390/ma8125442

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/87824

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Title: Advances on the Failure Analysis of the Dam-Foundation Interface of Concrete Dams
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
Universitat Politècnica de València. Instituto Universitario de Ingeniería del Agua y del Medio Ambiente - Institut Universitari d'Enginyeria de l'Aigua i Medi Ambient
Issued date:
Abstract:
[EN] Failure analysis of the dam-foundation interface in concrete dams is characterized by complexity, uncertainties on models and parameters, and a strong non-linear softening behavior. In practice, these uncertainties ...[+]
Subjects: Concrete gravity dams , Sliding failure mod , Reliability , Uncertainty , Spatial variability
Copyrigths: Reserva de todos los derechos
Source:
Materials. (issn: 1996-1944 )
DOI: 10.3390/ma8125442
Publisher:
MDPI
Publisher version: http://dx.doi.org/10.3390/ma8125442
Thanks:
This paper was published with the support of the research project "INICIA" (Methodology for Assessing Investments on Water Cycle Infrastructures informed on Risk and Energy Efficiency Indicators, BIA2013-48157-C2-1-R, ...[+]
Type: Artículo

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