Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete
At present, there are many problems in various tests when judging the alkali activity of aggregates. The most practical engineering concrete prism test (CPT) takes one year, and the concrete suppression method needs two years. The aim of this paper is to discuss inhibiting effectiveness of supplemen...
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MDPI AG
2022-04-01
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| Series: | Materials |
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| Online Access: | https://www.mdpi.com/1996-1944/15/9/3202 |
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| author | Lei Yi Zhongyang Mao Min Deng Xiang Liu Zhiyuan Fan Xiaojun Huang Tao Zhang Mingshu Tang |
| author_facet | Lei Yi Zhongyang Mao Min Deng Xiang Liu Zhiyuan Fan Xiaojun Huang Tao Zhang Mingshu Tang |
| author_sort | Lei Yi |
| collection | DOAJ |
| description | At present, there are many problems in various tests when judging the alkali activity of aggregates. The most practical engineering concrete prism test (CPT) takes one year, and the concrete suppression method needs two years. The aim of this paper is to discuss inhibiting effectiveness of supplementary cementitious materials (SCMs) on alkali–silica reaction (ASR) expansion of concrete and evaluate this rapid test method. Three kinds of aggregates were selected by chemical analysis, XRD and petrographic analysis. The high alkali–silicic acid activity of three aggregates was determined by accelerated mortar bars, concrete microbars and CPT. The expansion of concrete specimens made of three kinds of aggregates was measured and analyzed by using the method of length measurement. By changing the curing temperature to 40 °C, 60 °C and 80 °C, the test period of CPT is accelerated. It proved that the expansion of CPT is larger at 60 °C and smaller at 40 °C. The inhibition test was also accelerated by adding different proportion of SCMs (fly ash or blast furnace slag) and adjusting the curing temperature to 60 °C and 80 °C. On this basis, the inhibition test was accelerated by changing NaOH solution instead of moist air curing. The test period of the accelerated inhibition test can be effectively shortened from two years to 4 months, The expansion trend of each parameter and specimen is evaluated, the evaluation cycle can be adjusted to 5–6 months. The microscopic reaction characteristics of concrete specimens were investigated by means of SEM. According to each parameter and criterion, the judging standard of concrete rapid test and rapid restraint test is given in this paper. |
| first_indexed | 2024-03-10T03:58:25Z |
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| id | doaj.art-5137af76e19d406aa0d3026d4ce80671 |
| institution | Directory Open Access Journal |
| issn | 1996-1944 |
| language | English |
| last_indexed | 2024-03-10T03:58:25Z |
| publishDate | 2022-04-01 |
| publisher | MDPI AG |
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| series | Materials |
| spelling | doaj.art-5137af76e19d406aa0d3026d4ce806712023-11-23T08:39:46ZengMDPI AGMaterials1996-19442022-04-01159320210.3390/ma15093202Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of ConcreteLei Yi0Zhongyang Mao1Min Deng2Xiang Liu3Zhiyuan Fan4Xiaojun Huang5Tao Zhang6Mingshu Tang7College of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaCollege of Materials Science and Engineering, Nanjing Tech University, Nanjing 211800, ChinaAt present, there are many problems in various tests when judging the alkali activity of aggregates. The most practical engineering concrete prism test (CPT) takes one year, and the concrete suppression method needs two years. The aim of this paper is to discuss inhibiting effectiveness of supplementary cementitious materials (SCMs) on alkali–silica reaction (ASR) expansion of concrete and evaluate this rapid test method. Three kinds of aggregates were selected by chemical analysis, XRD and petrographic analysis. The high alkali–silicic acid activity of three aggregates was determined by accelerated mortar bars, concrete microbars and CPT. The expansion of concrete specimens made of three kinds of aggregates was measured and analyzed by using the method of length measurement. By changing the curing temperature to 40 °C, 60 °C and 80 °C, the test period of CPT is accelerated. It proved that the expansion of CPT is larger at 60 °C and smaller at 40 °C. The inhibition test was also accelerated by adding different proportion of SCMs (fly ash or blast furnace slag) and adjusting the curing temperature to 60 °C and 80 °C. On this basis, the inhibition test was accelerated by changing NaOH solution instead of moist air curing. The test period of the accelerated inhibition test can be effectively shortened from two years to 4 months, The expansion trend of each parameter and specimen is evaluated, the evaluation cycle can be adjusted to 5–6 months. The microscopic reaction characteristics of concrete specimens were investigated by means of SEM. According to each parameter and criterion, the judging standard of concrete rapid test and rapid restraint test is given in this paper.https://www.mdpi.com/1996-1944/15/9/3202alkali–silica reactionconcrete prism testtemperatureaccelerated inhibition testaggregates |
| spellingShingle | Lei Yi Zhongyang Mao Min Deng Xiang Liu Zhiyuan Fan Xiaojun Huang Tao Zhang Mingshu Tang Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete Materials alkali–silica reaction concrete prism test temperature accelerated inhibition test aggregates |
| title | Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete |
| title_full | Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete |
| title_fullStr | Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete |
| title_full_unstemmed | Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete |
| title_short | Rapid Test Method for Evaluating Inhibiting Effectiveness of Supplementary Cementitious Materials on Alkali–Silica Reaction Expansion of Concrete |
| title_sort | rapid test method for evaluating inhibiting effectiveness of supplementary cementitious materials on alkali silica reaction expansion of concrete |
| topic | alkali–silica reaction concrete prism test temperature accelerated inhibition test aggregates |
| url | https://www.mdpi.com/1996-1944/15/9/3202 |
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