Fiber reinforced shotcrete control tests in the Mexico City metro line 12 tunnel
Abstract
In this paper three tests are evaluated to characterize the behavior of shotcrete with steel fibers in the primary lining of Mexico City metro line 12 tunnel. Three square panels (UNE 14488-5), three round panels (ASTM C1550) and four cylinders for the Barcelona test (UNE 83515) were made. All of them can be used as quality control methods for Fiber Reinforced Concrete (FRC) in underground constructions, however, greater variability was found in the results of round panels, in addition to being the highest complexity samples regarding their development and test, therefore, the application of the Barcelona test is recommended for quality control on site due to the fact that the samples and test are easier to prepare, handle and execute.
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References
Aire, C., RodrÃguez, M. (2011). Estudio de las propiedades mecánicas básicas de concreto con fibras sintéticas. Proyecto de investigación. Instituto de IngenierÃa UNAM P1503. Informe elaborado para EUCLID. Junio. p. 78.
Asociación Española de Normalización y Certificación. (2007). UNE EN 14488-5: Ensayos de hormigón proyectado. Parte 5: Determinación de la capacidad de absorción de energÃa de probetas planas reforzadas con fibras. Madrid, España.
Asociación Española de Normalización y Certificación. (2007). UNE EN 14651: Método de ensayo para hormigón con fibras metálicas. Determinación de la resistencia a la tracción por flexión (lÃmite de proporcionalidad (LOP), resistencia residual). Madrid, España.
Asociación Española de Normalización y Certificación (2008). UNE 83515: Hormigones con fibras. Determinación de la resistencia a fisuración, tenacidad y resistencia residual a tracción. Método Barcelona, Madrid, España.
ASTM International. (2013). ASTM C494/C494M-13 Standard Specification for Chemical Admixtures for Concrete. https://doi.org/10.1520/C0494_C0494M-13
ASTM International. (2015). ASTM C 1141/C1141M-15 Standard Specification for Admixtures for Shotcrete. https://doi.org/10.1520/C1141_C1141M-15
ASTM International. (2012). ASTM C1550-12 Standard Test Method for Flexural Toughness of Fiber Reinforced Concrete (Using Centrally Loaded Round Panel). https://doi.org/10.1520/C1550-12
ASTM International. (2012). ASTM C1609/C1609M-12 Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading). https://doi.org/10.1520/C1609_C1609M-12
Blom, C. B. M. (2002). “Design philosophy of concrete linings in soft soilâ€. Doctoral Thesis. Delft University of Technology, p. 6
Burgers, R., Walraven, J., Plizzari, G., Tiberti, G. (2007). “Structural Behaviour of SFRC tunnel segments during TBM operationsâ€. Proceedings of the World Tunnel Congress 2007 and 33rd ITA/AITES Annual General Assembly, London, England., pp. 1461-1467.
Carmona, S., Aguado, A., Molins, C., Cabrera, M. (2009), Control de la tenacidad de los hormigones reforzados con fibras usando el ensayo de doble punzonamiento (ensayo Barcelona). Revista IngenierÃa de Construcción Vol. 24 Nº 2, pp. 119-140. http://dx.doi.org/10.4067/S0718-50732009000200001
Chen, W. F. (1970). “Double punch test for tensile strength of concreteâ€. ACI Journal, Proceedings Vol. 67, pp. 993-995.
De La Fuente, A., Blanco, A., Pujadas, P., Aguado, A. (2013). Advances on the use of fibres in precast concrete segmental. Engineering a Concrete Future: Technology, Modeling & Construction. International Federation for Structural Concrete, pp. 691-694.
De La Fuente, A., Pujadas, P., Blanco, A., Aguado, A. (2012). Experiences in Barcelona with the use of fibres in segmental linings. Tunneling and Underground Space Technology. Volumen 27, pp. 60-71. https://doi.org/10.1016/j.tust.2011.07.001
De Waal, R. G., (2000). “Steel fibre reinforced tunnel segments for the application in shield driven tunnel liningsâ€, Doctoral Thesis, Delft University of Technology.
Gettu, R., Barragan, B., Garcia, T., Ramos, G., Fernandez, C., Oliver, R. (2004). Steel fiber reinforced concrete for the Barcelona metro line 9 tunnel lining, in: Di Prisco, M., Felicetti, R., Plizzari, G. A. (Eds.), 6th International RILEM Symposium on Fibre Reinforced Concretes RILEM PRO 039, Bagneux, pp. 141-156.
Gopalaratnam V., Gettu R. (1995). On the Characterization of Flexural Toughness in Fiber Reinforced Concrete. International Journal Cement and Concrete Composites. Vol. 17, pp 239-254. https://doi.org/10.1016/0958-9465(95)99506-O
Kasper, T., Edvardsen, C., Wittneben, G., Neumann, D. (2008). Lining design for the district heating tunnel in Copenhagen with fibre reinforced concrete segments. Tunnelling and Underground Space Technology. Volumen 23, pp 574-587. https://doi.org/10.1016/j.tust.2007.11.001
Kooiman, A. G. (2000). “Modelling steel fibre reinforced concrete for structural designâ€, Doctoral Thesis, Delf University of Technology.
Norma Mexicana (2017). NMX-C-414-ONNCCE-2017, Industria de la Construcción - Cementantes Hidráulicos – Especificaciones y Métodos de Ensayo. México.
Norma Mexicana (2018). NMX-C-111-ONNCCE-2018, Industria de la Construcción – Agregados para concreto Hidráulico – Especificaciones y Métodos de Ensayo. México.
Norma Mexicana (2017). NMX-C-538-ONNCCE-2017, Industria de la Construcción – Concreto Reforzado con Macrofibras – Determinación de la Resistencia al Agrietamiento, Tenacidad y Resistencia Residual a Tensión – Método de Ensayo. México.
Norma Mexicana (2017). NMX-C-539-ONNCCE-2017, Industria de la Construcción – Concreto Reforzado con Macrofibras – Determinación de la Tenacidad a la Flexión Utilizando el Panel Circular con carga central – Método de Ensayo. México.
Zollo, R. F. (1997). Fiber-reinforced concrete: an overview after 30 years of development. Cement and Concrete Composites. Volumen 19, pp. 107-122. https://doi.org/10.1016/S0958-9465(96)00046-7
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