Effects of variations in the mix constituents of ultra high performance concrete (UHPC) on cost and performance

Author:

Alkaysi Mo,El-Tawil Sherif

Funder

Michigan Department of Transportation (US)

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Graybeal (2014) Ultra-high performance concrete: a state-of-the-art report for the bridge community. Chapters 6–7, June 2013—FHWA-HRT-13-060. N.p., n.d. Web. 06 Dec. 2014

2. Graybeal BA, Hartmann JL (2003) Strength and durability of ultra-high performance concrete. In: Proceedings of the 3rd international symposium on high performance concrete/PCI national bridge conference, 19–22 October 2003, Orlando, Compact Disc, Paper 47

3. Wille K, Naaman AE, El-Tawil S (2011a) Optimizing ultra-high-performance fiber reinforced concrete. Concr Int 33(9):35–41

4. Graybeal B (2006) Material property characterization of ultra-high performance concrete. FHWA, U.S. Department of Transportation, Report No. FHWA-HRT-06-103, McLean

5. Wille K, Naaman AE, Parra-Montesinos GJ (2011b) Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way. ACI Mater J 108(1):46–54

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