Existing test methods for the evaluation of alkali–silica reaction (ASR) in aggregates such as the concrete prism test (CPT) and the accelerated mortar bar test (AMBT) have shown to be either time consuming or unreliable owing to false positive/negative results. The miniature concrete prism test (MCPT) method, which only requires up to 84 days for testing, could be beneficial for ASR evaluation. To investigate the feasibility of the MCPT method, a comprehensive study was performed to compare the results obtained from MCPT, CPT and AMBT methods. The results showed an agreement of 95.8% between the MCPT and CPT results for the evaluation of ASR. It was found that the 56-day MCPT method usually produced a higher expansion than the 1-year CPT method for most of the reactive aggregates. For coarse aggregates, the MCPT method and the AMBT method produced an agreement of 83.3% for evaluation of ASR. For mixtures with supplementary cementitious materials, an agreement of 79% was observed between the MCPT and CPT results for ASR mitigation effectiveness evaluation.
Article navigation
July 2025
Research Article|
June 12 2025
Aggregate alkali–silica reactivity and mitigation effectiveness evaluation with miniature concrete prism test
Zhen Liu;
Zhen Liu
Concrete Research Manager, Louisiana Transportation Research Center, Baton Rouge, LA, USA (corresponding author: zhen.liu@la.gov)
Search for other works by this author on:
Tyson Rupnow;
Tyson Rupnow
Associate Director, Research, Louisiana Transportation Research Center, Baton Rouge, LA, USA
Search for other works by this author on:
Jose Milla;
Jose Milla
Concrete Research Engineer, Louisiana Transportation Research Center, Baton Rouge, LA, USA
Search for other works by this author on:
Samuel B. Cooper III
Samuel B. Cooper III
Materials Research Administrator, Louisiana Transportation Research Center, Baton Rouge, LA, USA
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
March 11 2025
Accepted:
May 05 2025
Online ISSN: 1751-763X
Print ISSN: 0024-9831
Emerald Publishing Limited: All rights reserved
2025
Magazine of Concrete Research (2025) 77 (13-14): 819–824.
Article history
Received:
March 11 2025
Accepted:
May 05 2025
Citation
Liu Z, Rupnow T, Milla J, Cooper III SB (2025), "Aggregate alkali–silica reactivity and mitigation effectiveness evaluation with miniature concrete prism test". Magazine of Concrete Research, Vol. 77 No. 13-14 pp. 819–824, doi: https://doi.org/10.1680/jmacr.25.00095
Download citation file:
174
Views
New and popular articles
Suggested Reading
Influence of recycled fines on strength and alkali–silica reactivity in cement composites
Proceedings of the Institution of Civil Engineers - Waste and Resource Management (May,2022)
Aggregate dissolution kinetics
Magazine of Concrete Research (August,2022)
Realisation of enhanced self-compacting geopolymer concrete using spent garnet as sand replacement
Magazine of Concrete Research (November,2017)
Long-term alkali–silica mitigation of high-alkali concrete with cement replacements
Proceedings of the Institution of Civil Engineers - Construction Materials (January,2022)
Required research for predicting AAR expansion: the Ichikawa theory revisited
Magazine of Concrete Research (August,2025)
Related Chapters
METHODOLOGY FOR CHARACTERIZATION OF ASR IN AGGREGATES IN CHIHUAHUA, MEXICO
Challenges of Concrete Construction: Volume 3, Repair, Rejuvenation and Enhancement of Concrete: Proceedings of the International Seminar held at the University of Dundee, Scotland, UK on 5–6 September 2002
PROMOTING BEST VALUE THROUGH BRIDGE MANAGEMENT STUDIES
Concrete for Transportation Infrastructure: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
TEN YEAR STUDY INTO THE EFFECTIVENESS OF GGBS AT PREVENTING ASR
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
