Evaluation of the Stiffness Damage Test (SDT) as a tool for assessing damage in concrete due to alkali-silica reaction (ASR): Input parameters and variability of the test responses

Author:

Sanchez L.F.M.,Fournier B.,Jolin M.,Bastien J.

Funder

Quebec Department of Transportation

NSERC

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications;Fournier;Can J Civ Eng,2000

2. Outil d’évaluation et de gestion des ouvrages d’art affectés de réactions alcalis-silice (RAS);Bérubé,2005

3. Report on the diagnosis, prognosis, and mitigation of alkali-silica reaction (ASR) in transportation structures;Fournier,2010

4. Damage evolution in ASR affected concretes;Crouch;Eng Fract Mech,1990

5. Kubo Y, Nakata M. Effect of reactive aggregate on mechanical properties of concrete affected by alkali-silica reaction. In: Proceedings of the 14th international conference on alkali-aggregate reaction in concrete, May 20–25th 2012. Austin (Texas), Electronic; 2012.

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