Unsaturated Capillary Flow within Alkali Activated Slag Concrete
Author:
Affiliation:
1. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, Victoria 3800, Australia. E-mail: frank.collins@eng.monash.edu.au
2. Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton, Victoria 3800, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282008%2920%3A9%28565%29
Reference39 articles.
1. Resistance of alkali-activated slag concrete to carbonation
2. Bamforth P. B. Pocock D. C. and Robery P. C. (1985). “The sorptivity of concrete.” Proc. Int. Conf. of Our World in Concrete and Structures 1–33.
3. Byfors K. Klingstedt G. Lehtonen V. Pyy H. and Romben L. (1989). “Durability of concrete made with alkali activated slag.” Proc. 3rd Int. Conf. on Fly Ash Silica Fume Slag and Natural Pozzolans in Concrete ACI SP-114(2) 1429–1466.
4. Absorption and Sorptivity of Cover Concrete
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