Discussion of “Experimental Study on the Performance of Approach Slabs under Deteriorating Soil Washout Conditions” by Yung-Tsang Chen and Y. H. Chai
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 18, Issue 1
Get full access to this article
View all available purchase options and get full access to this article.
References
Albajar, L., Gascón, C., Hernando, A., and Pacheco, J. (2005). Transiciones obras de paso-terraplén. Aproximación al estado del arte y experiencias españolas, Asociación Técnica de Carreteras, Ministerio de Fomento, Madrid, Spain (in Spanish).
American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06, Farmington Hills, MI.
Cai, C. S., Shi, X. M., and Voyiadjis, Z. J. (2005). “Structural performance of bridge approach slabs under given embankment settlement.” J. Bridge Eng., 10(4), 482–489.
Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (1991). Model code for concrete structures, International Federation for Structural Concrete, Lausanne, Switzerland.
El-Ragaby, A., El-Salakawy, E., and Benmokrane, B. (2007). “Fatigue life evaluation of concrete bridge deck slabs reinforced with glass FRP composite bars.” J. Compos. Constr., 11(3), 258–268.
European Committee for Standardization (CEN). (1991). “Eurocode 1: Actions on structures.” EN 1991-1-1, Brussels, Belgium.
European Committee for Standardization (CEN). (2004). “Eurocode 2: Design of concrete structures.” EN 1991-1-1:2004, Brussels, Belgium.
Hernando, A. (2007). “Resultados de la auscultación de transiciones obras de paso-terraplén en las carreteras A-2, N-240 y N-330.” Proc., Workshop on transitions between bridge and embankment area (CD-ROM), Asociación Técnica de Carreteras, Ministerio de Fomento, Madrid, Spain (in Spanish).
Herwig, A. (2008). “Reinforced concrete bridges under increased railway traffic loads—Fatigue behaviour and safety measures.” Ph.D. thesis, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland.
Kumar, S. V., and GangaRao, H. V. S. (1998). “Fatigue response of concrete decks reinforced with FRP rebars.” J. Struct. Eng., 124(1), 11–16.
Pacheco, J. A. (2006). “Study of problems regarding bridge approach slabs including soil-structure interaction.” Ph.D. thesis, Technical Univ. of Madrid, Madrid, Spain (in Spanish).
Puppala, A. J., Saride, S., Archeewa, E., Hoyos, L. R., and Nazarian, S. (2009). “Recommendations for design, construction, and maintenance of bridge approach slabs: Synthesis report.” Rep. No. FHWA/TX-09/0-6022-1, Dept. Civil Engineering, Univ. of Texas–Arlington, Arlington, TX.
Shi, X. M., Cai, C. S., and Chen, S. (2008). “Vehicle induced dynamic behaviour of short-span slab bridges considering effect of approach slab condition.” J. Bridge Eng., 13(1), 83–92.
Wu, Z., Wanga, X., Iwashita, K., Sasaki, T., and Hamaguchi, Y. (2010). “Tensile fatigue behaviour of FRP and hybrid FRP sheets.” Compos., Part B Eng., 41(5), 396–402.
Zanuy, C., Albajar, L., and de la Fuente, P. (2009). “Sectional analysis of concrete structures under fatigue loading.” ACI Struct. J., 106(5), 667–677.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Nov 14, 2011
Accepted: Nov 30, 2011
Published online: Dec 14, 2012
Published in print: Jan 1, 2013
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.