Alkali-Silica Reactions: Literature Review on the Influence of Moisture and Temperature and the Knowledge Gap

被引:8
作者
Olajide, Olusola D. [1 ]
Nokken, Michelle R. [1 ]
Sanchez, Leandro F. M. [2 ]
机构
[1] Concordia Univ, Dept Bldg Civil & Environm Engn, Montreal, PQ H3G 1M8, Canada
[2] Univ Ottawa, Dept Civil Engn, Ottawa, ON K1N 6N5, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
alkali-silica reaction; moisture; relative humidity; temperature; damage rating index; relative humidity threshold; PORE SOLUTION; REACTION-MECHANISMS; RELATIVE-HUMIDITY; ASR EXPANSION; CONCRETE; AGGREGATE; KINETICS; DAMAGE; GLASS; PRODUCTS;
D O I
10.3390/ma17010010
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The alkali-silica reaction is a universally known destructive mechanism in concrete that can lead to the premature loss of serviceability in affected structures. Quite an enormous number of research studies have been carried out focusing on the mechanisms involved as well as the mitigation and prevention of the reaction. A few in-depth discussions on the role of moisture and temperature exist in the literature. Nevertheless, moisture and temperature have been confirmed to play a vital role in the reaction. However, critical assessments of their influence on ASR-induced damage are limited. The available moisture in concrete needed to initiate and sustain the reaction has been predominantly quantified with the relative humidity as a result of difficulties in the use of other media, like the degree of capillary saturation, which is more scientific. This paper discussed the current state of understanding of moisture measurement in concrete, the role of moisture and temperature in the kinetics of the reaction, as well as the moisture threshold needed for the reaction. Furthermore, the influence of these exposure conditions on the internal damage caused by ASR-induced deterioration was discussed.
引用
收藏
页数:18
相关论文
共 113 条
[21]   Effect of particle size on alkali-silica reaction in recycled glass mortars [J].
Du, Hongjian ;
Tan, Kiang Hwee .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 66 :275-285
[22]   THE EFFECTIVENESS OF SUPPLEMENTARY CEMENTING MATERIALS IN SUPPRESSING EXPANSION DUE TO ASR - ANOTHER LOOK AT THE REACTION-MECHANISMS .2. PORE SOLUTION CHEMISTRY [J].
DUCHESNE, J ;
BERUBE, MA .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (02) :221-230
[23]  
Farny J.A., 2007, Diagnosis and Control of Alkali-Aggregate Reactions in Concrete, P1
[24]   Studies on lithium salts to mitigate ASR-induced expansion in new concrete: a critical review [J].
Feng, X ;
Thomas, MDA ;
Bremner, TW ;
Balcom, BJ ;
Folliard, KJ .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (09) :1789-1796
[25]   Alkali-Silica Reactions: An Overview. Part I [J].
Fernandes, Isabel ;
Broekmans, Maarten A. T. M. .
METALLOGRAPHY MICROSTRUCTURE AND ANALYSIS, 2013, 2 (04) :257-267
[26]   Composition of alkali-silica reaction products at different locations within concrete structures [J].
Fernandes, Isabel .
MATERIALS CHARACTERIZATION, 2009, 60 (07) :655-668
[27]  
Folliard K.J., 2004, Seventh CANMET/ACI International Conference on Recent Advances in Concrete Technology, Supplementary Papers, P269
[28]  
Fournier B., 2014, Researchgate
[29]   Variations in the composition and relations between alkali-silica gels and calcium silicate hydrates in highway concrete [J].
Frybort, A. ;
Vsiansky, D. ;
Stulirova, J. ;
Stryk, J. ;
Gregerova, M. .
MATERIALS CHARACTERIZATION, 2018, 137 :91-108
[30]  
Gause G.R., 1940, J. Res. Natl. Bur. Stand, V25, P403, DOI [10.6028/jres.025.019, DOI 10.6028/JRES.025.019]