Micro-analysis of the role of interfacial transition zone in "salt weathering" on concrete

被引:58
作者
Liu, Zanqun [1 ,2 ]
De Schutter, Geert [1 ]
Deng, Dehua [2 ]
Yu, Zhiwu [2 ]
机构
[1] Univ Ghent, Dept Struct Engn, Magnel Lab Concrete Res, B-9052 Ghent, Belgium
[2] Cent S Univ, Sch Civil Engn & Architecture, Changsha 410075, Hunan, Peoples R China
基金
美国国家科学基金会;
关键词
Micro-analysis; Salt weathering; Concrete; Sulfate attack; Interfacial transition zone; CRYSTALLIZATION PRESSURE; POROUS MATERIALS; SULFATE ATTACK; CRYSTAL-GROWTH; MAGNESIUM; GYPSUM; STONE;
D O I
10.1016/j.conbuildmat.2010.04.053
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
When concrete elements are partially immersed in the sulfate environment, researchers always attribute "salt weathering", "salt crystallization" or "physical attack" to the failure of concrete. However, there were few micro-analysis evidences to support this view. In this paper, an attempt was carried out to study whether salt weathering is really responsible for the concrete damage. As we know, the interfacial transition zone (ITZ) between paste and aggregate plays a determining role in the performance of concrete. In this paper, we focused on the role of ITZ in "salt weathering" on concrete. Concrete specimens, made with coarse aggregate and cement paste, were partially exposed to a 5% sodium sulfate solution and a 5% magnesium sulfate solution respectively, in a controlled environment (20 +/- 2 degrees C, and 60 +/- 5% RH). After 8 months of exposure, a micro-analysis is performed by means of XRD, ESEM and EDS. The experimental results showed that, in the upper part of concrete above the Na(2)SO(4) solution, damage initiated in the ITZ between paste and aggregate due to the formation of ettringite and gypsum. Salt crystallization cannot occur on the paste surface in the ITZ, but it was found on the aggregate surface after damage initiation due to chemical sulfate attack. On the other hand, salt crystallization could occur in the carbonated concrete. There was no trace of salt crystallization in the concrete partially exposed to MgSO(4) solution. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2052 / 2059
页数:8
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