Reduction of ASR expansion in concretes based on reactive chert aggregates: Effect of alkali neutralisation capacity-Reference-Cited by-同舟云学术

Reduction of ASR expansion in concretes based on reactive chert aggregates: Effect of alkali neutralisation capacity

Published:2014-03 Issue: Volume:54 Page:147-162
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Moundoungou I.,Bulteel D.,Garcia-Diaz E.,Thiéry V.,Dégrugilliers P.,Hammerschlag J.G.

Publisher

Elsevier BV

Subject

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

Reference34 articles.

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2. Stanton TE. Expansion of concrete through reaction between cement and aggregate. In: Proceedings, American Society of Civil Engineers, vol. 66, New York, 1940. p. 1781–811.

3. Hobbs DW. In: Taylor T. (Ed.), Alkali-silica reaction in concrete. London; 1988. p. 22–7.

4. Carles-Guibergues A, Hornain H. The durability of concrete (original title: La durabilité des bétons). In: Jean-Pierre Ollivier et Angélique Vichot, presse de l’école nationale des ponts et chaussées; 2008. p. 587–611.

5. Microstructural studies of alkali-silica reaction in fly ash concrete immersed in alkaline solutions;Bleszynski;Adv Cem Based Mater,1998

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