Título Asymmetrically reinforced concrete piles in earth retaining systems
Autores CARBONELL MÁRQUEZ, JUAN FRANCISCO, Fernández-Ruíz M.A. , Gil-Martín L.Ma. , Hernández-Montes E.
Publicación externa No
Medio Engineering For Progress, Nature And People
Alcance Capítulo de un Libro
Naturaleza Científica
Web https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929431357&partnerID=40&md5=8415595e651fe6c18147b50bde66ade0
Fecha de publicacion 01/01/2014
Scopus Id 2-s2.0-84929431357
DOI 10.2749/222137814814068058
Abstract The asymmetric reinforcement in concrete pile members employed as retaining earth systems has recently been introduced. The use of non-symmetrical piles supposes savings up to 50% in weight of longitudinal reinforcing steel, compared with the traditional symmetrical piles. The behaviour of those new members under service both in short and long term loading is currently under study and new expressions regarding the contribution of concrete in tension have been introduced. Comparison between the behaviour of asymmetrically reinforced piles and its symmetrical counterpart is also presented.
Palabras clave Concretes; Deflection (structures); Loading; Reinforced concrete; Circular cross-sections; Earth retaining systems; Effective area; Long-term loadings; Reinforced pile; Reinforcing steels; Service behaviours; Tension stiffening; Piles
Miembros de la Universidad Loyola

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