Influence of Applied Loads on the Permeability Behavior of Ultra High Performance Concrete with Steel Fibers-Reference-Cited by-同舟云学术

Influence of Applied Loads on the Permeability Behavior of Ultra High Performance Concrete with Steel Fibers

Published:2016-12-22 Issue:12 Volume:14 Page:770-781
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Ma Zhiming¹,Zhao Tiejun²,Yao Xiaochuan²

Affiliation:

1. Department of Structural Engineering, Tongji University, Shanghai, China.

2. College of Civil Engineering, Qingdao University of Technology, Qingdao, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/14/12/14_770/_pdf

Reference32 articles.

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2. 2) Aldea, C. M., Shah, S. P. and Karr, A., (1999). “Effect of crack on water and chloride permeability of concrete.” Journal of Materials in Civil Engineering, 11, 181-187.

3. 3) Charron, J. P., Denarié, E. and Brühwiler, E., (2008). “Transport properties of water and glycol in an ultra high performance fibers reinforced concrete (UHPC) under high tensile deformation.” Cement and Concrete Research, 38, 689-698.

4. 4) Collins, M. P., Mitchell, D. and MacGregor, J. G., (1993). “Structural design considerations for high-strength concrete.” Concrete International, 15.

5. 5) Granger, S., Loukili, A., Pijaudier-Cabot, G. and Chanvillard, G., (2007). “Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: mechanical tests and acoustic emission analysis.” Cement and Concrete Research, 37, 519-527.

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