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Specifying Shrinkage Limited Cement (Type SL)

机译:指定收缩率受限的水泥(SL型)

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The Australian Standard AS 3972 specifies the maximum limit of 750 microstrain for the 28-day mortar drying shrinkage of samples prepared with shrinkage limited cement (Type SL). Although the current shrinkage limit is 750 microstrain, AS 3972 recommends a 600 microstrain for the maximum target or average of drying shrinkage of mortar samples. The lower recommended shrinkage level is justified in the Australian Standard by considering the inherent errors of the mortar drying shrinkage test method AS 2350.13, determined in 1997. The lower recommended shrinkage level is to provide a sufficient level of confidence that a single result obtained from different laboratories may not exceed the maximum limit of 750 microstrains. However, the "informative" recommendation of AS 3972 relating to the maximum average 600 microstrain shrinkage is considered a "normative" term by other specifiers in Australia such as road authorities and ATIC-SPEC SP-43. The current study investigated the past ten-years mortar drying shrinkage test results from round-robin proficiency programs of the major Australian laboratories to calculate the current inherent repeatability and reproducibility error of performing AS 2350.13 test. The average ten-year reproducibility error at 95 % confidence level was calculated 18.6 %, and therefore, it is recommended to increase the recommendation for the maximum average drying shrinkage guidance in Australian Standard AS 3972 Section A3.3.5 from 600 to 630 microstrain. Moreover, repeatability of test was calculated to be 6.3 %. This was equal to maximum of 44 microstrains for Type SL cement with maximum drying shrinkage of 750 microstrain. Results were compared with repeatability of other international test methods and some recommendations for improving the repeatability test procedure were provided for any future research in this area.
机译:澳大利亚标准AS 3972为使用收缩受限水泥(SL型)制备的28天砂浆干燥收缩规定了750微应变的最大极限。尽管当前的收缩极限为750微应变,但AS 3972建议将600微应变用于砂浆样品的最大目标收缩率或平均干燥收缩率。在澳大利亚标准中,考虑到砂浆干燥收缩率测试方法AS 2350.13的固有误差(在1997年确定),较低的推荐收缩率是合理的。较低的推荐收缩率是为了提供足够的置信度,即从不同的测量结果中得出的单个结果实验室不得超过750个微菌株的最大限制。但是,AS 3972中有关最大平均600微应变收缩的“信息性”建议被澳大利亚其他规范机构(例如道路当局和ATIC-SPEC SP-43)视为“规范性”术语。本研究调查了来自澳大利亚主要实验室的循环能力计划在过去十年中砂浆干燥收缩率的测试结果,以计算执行AS 2350.13测试的当前固有重复性和再现性误差。在95%置信水平下的十年平均再现性误差的计算结果为18.6%,因此,建议将澳大利亚标准AS 3972第A3.3.5节中有关最大平均干燥收缩率的建议值从600微应变提高到630微应变。此外,计算出的重复性为6.3%。这等于SL型水泥的最大44微应变,最大干燥收缩为750微应变。将结果与其他国际测试方法的可重复性进行了比较,并为该领域的任何未来研究提供了一些改进可重复性测试程序的建议。

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