Quantification of Calcium Oxychloride by Differential Scanning Calorimetry: Validation and Optimization of the Testing Procedure

IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY
L. Montanari, Jussara Tanesi, Haejin Kim, A. Ardani
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引用次数: 1

Abstract

The American Association of State Highway and Transportation Officials (AASHTO) T 365 standard, Standard Method of Test for Quantifying Calcium Oxychloride Formation Potential of Cementitious Pastes Exposed to Deicing Salts, describes a test methodology that uses low-temperature differential scanning calorimetry (LTDSC) to quantify the formation of calcium oxychloride in cementitious systems exposed to concentrated calcium chloride solutions. AASHTO T 365 is included in AASHTO PP 84, Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures, as a performance indicator for mixtures at risk of calcium oxychloride formation. During the test, the sample temperature is first dropped to −90°C, looped through a brief thermal cycle, then slowly increased to a maximum of 50°C, at a constant heating rate of 0.25°C/minute (min), for a total testing time of approximately 11 hours. The objective of this work is to modify the test to reduce its duration to facilitate wide adoption among practitioners. It is found that by increasing the minimum conditioning temperature from −90°C to −5°C, as well as by increasing the heating rate from 0.25°C/min up to 1°C/min, the test duration can be reduced from approximately 10.7 hours to approximately 1.6 hours without any statistically significant difference in the numerical test results, although an offset of the melting peak and a change in its shape were observed. This change can provide valuable savings in terms of time and energy/gas consumption and make AASHTO T 365 more competitive with other available tests for the estimation of calcium oxychloride formation, such as thermogravimetric analysis (TGA). TGA and LTDSC are compared to each other in terms of mixture classification for susceptibility to calcium oxychloride formation. It is shown that the two tests show good agreement, with 85 % of cases (out of 30 tested) receiving the same classification.
差示扫描量热法定量氯化钙:测试程序的验证与优化
美国国家公路和交通官员协会(AASHTO) t365标准,即暴露于除冰盐的胶凝体中氯化钙氧化钙形成电位定量测试的标准方法,描述了一种使用低温差示扫描量热法(LTDSC)定量暴露于浓氯化钙溶液的胶凝体系中氯化钙氧化钙形成的测试方法。AASHTO T 365包含在AASHTO PP 84,开发性能工程混凝土路面混合物的标准实践中,作为有氯化钙形成风险的混合物的性能指标。在测试过程中,首先将样品温度降至- 90°C,循环进行短暂的热循环,然后以0.25°C/分钟(min)的恒定加热速率缓慢升高至最高50°C,总测试时间约为11小时。这项工作的目标是修改测试以减少其持续时间,以促进从业者之间的广泛采用。研究发现,通过将最低调节温度从- 90°C增加到- 5°C,以及将加热速率从0.25°C/min增加到1°C/min,测试持续时间可以从大约10.7小时减少到大约1.6小时,而数值测试结果没有统计学上的显著差异,尽管观察到熔化峰偏移和形状变化。这一变化可以节省宝贵的时间和能源/气体消耗,并使AASHTO T 365与热重分析(TGA)等其他可用的氯化钙形成估计测试相比更具竞争力。TGA和LTDSC在对氯化钙形成敏感性的混合物分类方面进行了比较。结果表明,这两种检测方法具有良好的一致性,85%的病例(在30例检测中)得到相同的分类。
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来源期刊
Advances in Civil Engineering Materials
Advances in Civil Engineering Materials MATERIALS SCIENCE, MULTIDISCIPLINARY-
CiteScore
2.70
自引率
7.10%
发文量
40
期刊介绍: The journal is published continuously in one annual issue online. Papers are published online as they are approved and edited. Special Issues may also be published on specific topics of interest to our readers. Advances in Civil Engineering Materials provides high-quality, papers on a broad range of topics relating to the properties and performance of civil engineering materials. Materials Covered: (but not limited to) Concrete, Asphalt, Steel, Polymers and polymeric composites, Wood, Other materials used in civil engineering applications (for example, pavements, bridges, and buildings, including nonstructural building elements such as insulation and roofing), and environmental systems (including water treatment). Core Topics Covered: Characterization, such as chemical composition, nanostructure, and microstructure, Physical properties, such as strength, stiffness, and fracture behavior, Constructability, such as construction methods, quality control/assurance, life cycle analysis, and sustainability, Durability. Papers may present experimental or modeling studies based on laboratory or field observations. Papers relating to sustainability of engineering materials or to the impact of materials on sustainability of engineering structures are especially encouraged.
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