Exploring the Potential of the Functionally Graded SCCC for Developing Sustainable Concrete Solutions

Author:

Río Olga1,Nguyen Viet Duc1,Nguyen Khan1

Affiliation:

1. Eduardo Torroja Institute for Construction Sciences, CSIC, Madrid, Spain.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference34 articles.

1. 1) Aitcin, P., (2011). “High performance concrete.” CRC Press. 624 ps.

2. 2) Alonso, M. C., Garcia, J. L., Robles, M. and Fernández Luco, L., (2012). “Influence of the microstructural changes on the durability of precast products due to heat curing.” In: G. Ye, K.V. Breugel, W. Sun, and C. Miao Eds. Proceeding of Second International Conference on Microstructural-related Durability of Cementitious Composites, Amsterdam 11-13 April 2012, RILEM PRO 83, 151-156.

3. 3) Alonso, M. C., Rio, O., Rodríguez, C. and Nguyen, V. D., (2011) “Avoiding spalling of precast HPC & UHPC elements by using a novel layered concept.” In: E. A. B. Koenders and F. Dehn, Eds. Proceeding of Second International RILEM Workshop in Concrete spalling due to fire exposure, Delft 5-7 October2011. RILEM Pro 80, 393-400.

4. 4) Ashrafi, H. R. and Ramezanianpour, A. A., (2007). “Service life prediction of silica fume concretes.” International Journal of Civil Eng., 5, 182-197.

5. 5) Baoguo, M., Dinghua, Z. and Li, X., (2009). “Manu¬facturing technique and performance of functionally graded concrete segment in shield tunnel.” Frontiers of Architecture and Civil Engineering in China, 3(1), 101-104.

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