Accelerated Testing of Chloride Diffusivity in Cement Based Materials: New Test Operating Mode

A. Ammar, J. Loche, P. Dumargue
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Abstract

Penetration of aggressive ions, such as chlorides, through concrete is one of the factors which causes the depassivation of reinforcement and therefore may shorten the service life of a reinforced concrete structure. Most research work focusing on natural or accelerated diffusion tests generally relies on the validity of Fick's laws. In this paper, we present both a new accelerated diffusion cell and an original test operating mode. The theoretical approach is based upon the study of diffusion-migration mechanism within the pore solution. The experimental results presented here have been obtained with tests on samples of saturated mortar.
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水泥基材料中氯离子扩散系数的加速试验:新的试验操作模式
侵蚀性离子(如氯化物)通过混凝土的渗透是导致钢筋钝化的因素之一,因此可能缩短钢筋混凝土结构的使用寿命。大多数关注自然或加速扩散试验的研究工作通常依赖于菲克定律的有效性。本文提出了一种新的加速扩散池和一种新的试验操作模式。理论方法是基于对孔隙溶液内扩散-迁移机制的研究。本文给出的试验结果是通过对饱和砂浆试样的试验得出的。
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Properties of High-Strength and High-Fluidity Lightweight Concrete Basic Study on the New Testing Method of Judging the Saturated Surface Dry Conditions of Fine Aggregates Investigations on Durability of High-Volume Fly Ash Concrete Thermal Properties of High Strength Concrete at Elevated Temperatures Cracking Tendency of High Strength Lightweight Aggregate Concrete at Early Ages
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