Practical use of the Stiffness Damage Test (SDT) for assessing damage in concrete infrastructure affected by alkali-silica reaction

Author:

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

Funder

CRIB

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Development of a non destructive test to quantity damage in deteriorated concrete;Crisp;Mag. Concr. Res.,1993

2. Towards quantification of microstructural damage in AAR deteriorated concrete;Crisp,1989

3. The effects of cracks on the uniaxial elastic compression of rocks;Walsh;J. Geophys. Res.,1965

4. R.S. Crouch, Specification for the Determination of Stiffness Damage Parameters from the Low Cyclic Uniaxial Compression of Plain Concrete cores. Revision A, Mott, Hay & Anderson, Special Services Division, Internal Technical Note, 1987.

5. Evaluation of the expansion attained to date by concrete affected by ASR – part I: experimental study;Smaoui;Can. J. Civ. Eng.,2004

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