Title Asymmetrically reinforced concrete piles in earth retaining systems
Authors CARBONELL MÁRQUEZ, JUAN FRANCISCO, Fernández-Ruíz M.A. , Gil-Martín L.Ma. , Hernández-Montes E.
External publication No
Means Eng. Progr., Nat. People
Scope Capítulo de un Libro
Nature Científica
Web https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929431357&partnerID=40&md5=8415595e651fe6c18147b50bde66ade0
Publication date 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.
Keywords Concretes; Deflection (structures); Loading; Reinforced concrete; Circular cross-sections; Earth retaining systems; Effective area; Long-term loadings; Reinforced pile; Reinforcing steels; Service beh
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