Empirical Modelling of Lithium Mitigation for Alkali-Silica Reactivity

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Mark Vacher, S. Jacobsen
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引用次数: 0

Abstract

Abstract The Alkali-Silica Reaction (ASR) is a deleterious concrete chemical reaction that has been studied a lot since its discovery in 1940. The reaction produces a highly hygroscopic silica gel that swells into the pores of concrete, resulting in the critical decrease of the mechanical performances of the affected structures. Some methods have been investigated to limit expansion under a certain limit, among them lithium mitigation. However, the mechanisms are not really understood yet and determining the right amount of lithium is still arduous. An attempt for a method in coherence with experience is presented in this study, using the chemo-mechanical model of Larive and curve-fitting. The results provide accuracy to experimental measurements from several protocols, and call for further research.
碱-二氧化硅反应性锂缓释的经验模型
摘要碱-硅反应(ASR)是一种有害的混凝土化学反应,自1940年发现以来,人们对其进行了大量的研究。该反应产生一种高度吸湿的硅胶,膨胀到混凝土的孔隙中,导致受影响结构的机械性能临界下降。研究了几种将膨胀限制在一定限度内的方法,其中包括缓锂法。然而,其机制还没有真正被理解,并且确定合适的锂含量仍然是一项艰巨的任务。本研究采用Larive的化学-力学模型和曲线拟合,尝试了一种与经验相一致的方法。结果提供了从几个协议的实验测量的准确性,并呼吁进一步的研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Nordic Concrete Research
Nordic Concrete Research CONSTRUCTION & BUILDING TECHNOLOGY-
自引率
20.00%
发文量
8
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