Issue |
MATEC Web Conf.
Volume 199, 2018
International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018)
|
|
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Article Number | 03001 | |
Number of page(s) | 5 | |
Section | Alkali Silica Reaction | |
DOI | https://doi.org/10.1051/matecconf/201819903001 | |
Published online | 31 October 2018 |
Three decades of international RILEM activities to combat deleterious Alkali-Silica Reactions (ASR) in concrete.
1
Norwegian University of Science and Technology. Sem Sælands veg 1, N-7491 Trondheim, Norway
2
HeidelbergCement Northern Europe Lilleakerveien 2B, 0283 Oslo, Norway
3
SINTEF Building and Infrastructure, Pb 4760 Sluppen, 7465 Trondheim, Norway
* Corresponding author: BorgeJohannes.Wigum@heidelbergcement.com
Since 1988, the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM) Technical Committees (TCs) have been seeking to establish universally applicable test methods for assessing the alkali-reactivity potential of aggregates, and from later on, for concrete mixes. TC 106 (1988 – 2001) focused on accelerated aggregate tests. The successor committee TC 191-ARP (2001 – 2006) also included work on diagnosis/appraisal & specification. TC 219-ACS (2006 – 2014) introduced work on performance testing & modelling. The major recommendations were published as a RILEM State-of-the-art Report in 2016. In 2014, TC 258-AAA was established, scheduling to finish the work on performance-based assessment in 2019. This current TC is focusing on the following Work Packages; WP1Performance based testing concepts, WP2 Relationship between results from laboratory and field and the establishment of field exposure sites, WP3 Testing of potential alkalis released from certain types of aggregates and measurement of internal concrete alkali content, and eventually; WP4 Verification of alkalis released from aggregates.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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