Bi-layer diaphragm walls: structural and sectional analysis
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The bi-layer diaphragm wall, a new slurry wall type designed to cope with the problem of watertightness is studied in this paper. These walls consist of two bonded concrete layers, the first, a conventional Reinforced Concrete (RC) diaphragm wall, and the second, a Sprayed Steel Fibre Reinforced Concrete (SFRC). The main objective of this paper is to analyze the structural and sectional behaviour of these walls. A study in the form of an uncoupled structural-section analysis based on various hypothetical cases of bi-layer diaphragm walls was performed to fulfil the objective. It is concluded that there exists a potential of reduction in the reinforcement of the RC layer through the structural use of the SFRC layer. However, when the reduction is quantified, even though a reduction of between 3.2% and 1.7% in the RC reinforcement is confirmed, it appears insufficient to offer a cost-effective solution. Nonetheless, the system becomes a promising solution when particular conditions are taken into account, such as basement space limitations.
This is an Accepted Manuscript of an article published by Taylor & Francis in [Journal of Civil Engineering and Management] on 2016, available online: http://wwww.tandfonline.com/10.3846/13923730.2014.914085.
CitacióSegura , L., Aguado, A., de la Fuente, A., Josa, A. Bi-layer diaphragm walls: structural and sectional analysis. "Journal of civil engineering and management (Spausdinta)", Maig 2016, vol. 22, núm. 5, p. 645-654.
Versió de l'editorhttp://www.tandfonline.com/doi/abs/10.3846/13923730.2014.914085