1.1 这些试验方法涵盖了硅酸盐水泥混凝土中使用的飞灰和生火山灰或煅烧火山灰的取样和试验程序。 1.2 程序按以下顺序出现: 小节 取样 7. 化学分析 试剂和仪器 10 含水量 11和 12 点火损失 13和 14 二氧化硅、氧化铝、氧化铁、， 氧化钙、氧化镁、硫 三氧化二钠、氧化钠和钾 氧化物 15 有效碱 16和 17 氨 18 物理测试 密集 19 细度 20 砂浆棒干燥收缩增加 21 – 23 坚固性 24 砂浆夹带空气 25和 26 硅酸盐水泥强度活性指数 27 – 30 需水量 31 粉煤灰或天然火山灰的有效性 控制碱-硅反应 32 粉煤灰或天然火山灰的有效性 有助于抗硫酸盐 34 1.3 以国际单位制或英寸-磅单位表示的数值应单独视为标准值。每个系统中规定的值可能不是精确的等效值；因此，每个系统应相互独立使用。将两个系统的值合并可能会导致不符合标准。 注1: 筛孔尺寸由规范中的标准名称确定 E11 . 括号中给出的替代名称仅供参考，并不代表不同的标准筛孔尺寸。 1.4 本标准并非旨在解决与其使用相关的所有安全问题（如有）。本标准的用户有责任在使用前制定适当的安全、健康和环境实践，并确定监管限制的适用性。 1.5 本标准的文本引用了提供解释信息的注释和脚注。这些注释和脚注（不包括表中的注释和脚注）不应视为本标准的要求。 1.6 本国际标准是根据世界贸易组织技术性贸易壁垒（TBT）委员会发布的《关于制定国际标准、指南和建议的原则的决定》中确立的国际公认标准化原则制定的。 ====意义和用途====== 4.1 这些测试方法用于开发与规范要求进行比较的数据 C618型 或规格 C1697 . 这些测试方法基于实验室的标准化测试，不用于模拟工作条件。 4.1.1 强度活动指数- 强度活性指数测试用于确定在混凝土中与水硬性水泥一起使用时，粉煤灰或天然火山灰是否会导致可接受的强度发展水平。由于试验是用砂浆进行的，因此结果可能无法提供飞灰或天然火山灰对混凝土强度贡献的直接相关性。 4.1.2 化学测试- 化学成分的测定和对每种成分的限制都不能预测混凝土中含有水硬性水泥的粉煤灰或天然火山灰的性能，但总的来说有助于描述材料的组成和均匀性。

1.1 These test methods cover procedures for sampling and testing fly ash and raw or calcined pozzolans for use in portland-cement concrete. 1.2 The procedures appear in the following order: Sections Sampling 7 CHEMICAL ANALYSIS Reagents and apparatus 10 Moisture content 11 and 12 Loss on ignition 13 and 14 Silicon dioxide, aluminum oxide, iron oxide, calcium oxide, magnesium oxide, sulfur trioxide, sodium oxide and potassium oxide 15 Available alkali 16 and 17 Ammonia 18 PHYSICAL TESTS Density 19 Fineness 20 Increase of drying shrinkage of mortar bars 21 – 23 Soundness 24 Air-entrainment of mortar 25 and 26 Strength activity index with portland cement 27 – 30 Water requirement 31 Effectiveness of Fly Ash or Natural Pozzolan in Controlling Alkali-Silica Reactions 32 Effectiveness of Fly Ash or Natural Pozzolan in Contributing to Sulfate Resistance 34 1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. Note 1: Sieve size is identified by its standard designation in Specification E11 . The alternative designation given in parentheses is for information only and does not represent a different standard sieve size. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this standard. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. ====== Significance And Use ====== 4.1 These test methods are used to develop data for comparison with the requirements of Specification C618 or Specification C1697 . These test methods are based on standardized testing in the laboratory and are not intended to simulate job conditions. 4.1.1 Strength Activity Index— The test for strength activity index is used to determine whether fly ash or natural pozzolan results in an acceptable level of strength development when used with hydraulic cement in concrete. Since the test is performed with mortar, the results may not provide a direct correlation of how the fly ash or natural pozzolan will contribute to strength in concrete. 4.1.2 Chemical Tests— The chemical component determinations and the limits placed on each do not predict the performance of a fly ash or natural pozzolan with hydraulic cement in concrete, but collectively help describe composition and uniformity of the material.