Reliability of new Australian test methods in predicting alkali silica reaction of field concrete

被引:17
|
作者
Sirivivatnanon, Vute [1 ]
Mohammadi, James [2 ]
South, Warren [2 ]
机构
[1] Univ Technol Sydney, POB 123, Broadway, NSW 2007, Australia
[2] Cement Concrete & Aggregates Australia, Mascot, NSW, Australia
关键词
Alkali-silica reactivity; AMBT; ASR; CPT; Performance limits; MORTAR BAR TEST;
D O I
10.1016/j.conbuildmat.2016.09.055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Two new Australian Standard methods to test alkali-silica reactivity (ASR) of aggregates - AS 1141.60.1 accelerated mortar bar test (AMBT) and AS 1141.60.2 concrete prism test (CPT) were published in September 2014. The methods adopted test procedures correspondingly from ASTM C1260 and ASTM C1293 with improved performance limits leading to a new class of slowly reactive aggregates. This paper examines the accuracy of these new testing methods in predicting the ASR of aggregates in field conditions based on international research data. AS 1141.60.1 was found to be a relatively good accelerated test which correctly classified 'slowly reactive' and 'reactive' aggregates consistent with field performance with few exceptions. It is however a poorer screening test for non-reactive aggregates than ASTM C1260. Both AS 1141.60.2 and ASTM C1293 concrete prism tests were found to be more reliable than AMBT as both correctly classified almost all 64 aggregates against known field performance. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:868 / 874
页数:7
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