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New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs

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New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs

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Real Herráiz, JI.; Zamorano-Martín, C.; Real-Herraiz, TP.; Morales-Ivorra, S. (2016). New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs. Latin American Journal of Solids and Structures. 13(8):1431-1449. doi:10.1590/1679-78252556

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/99475

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Title: New Transition Wedge Design Composed by Prefabricated Reinforced Concrete Slabs
Author: Real Herráiz, Julia Irene Zamorano-Martín, Clara Real-Herraiz, Teresa Pilar Morales-Ivorra, Silvia
UPV Unit: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Issued date:
Abstract:
[EN] Important track degradation occurs in structure-embankment transitions, in which an abrupt change in track vertical stiffness arises, leading to a reduction in passengers comfort and safety. Although granular wedges ...[+]
Subjects: Transition wedges , Granular wedges , Track stiffness , Railway infrastructure
Copyrigths: Reconocimiento (by)
Source:
Latin American Journal of Solids and Structures. (issn: 1679-7825 )
DOI: 10.1590/1679-78252556
Publisher:
SciELO
Publisher version: http://doi.org/10.1590/1679-78252556
Type: Artículo

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