Effect of Temperature on the Physical Salt Attack of Cement Mortars under Repeated Partial Immersion in Sodium Sulfate Solution

被引:4
|
作者
Jiang, Xing [1 ,2 ]
Mu, Song [3 ]
Guo, Zheng [3 ]
Liu, Guangyan [3 ]
机构
[1] Southeast Univ, Sch Mat Sci & Engn, Nanjing 211189, Peoples R China
[2] State Key Lab High Performance Civil Engn Mat, Nanjing 211103, Peoples R China
[3] Jiangsu Sobute New Mat Co Ltd, Nanjing 211103, Peoples R China
关键词
physical salt attack; crystallization pressure; temperature; durability; cement-based materials; RESIDENTIAL CONCRETE FOUNDATIONS; POROUS MATERIALS; CRYSTALLIZATION DAMAGE; CRYSTAL-GROWTH; CARBONATION; STRESS;
D O I
10.3390/ma15186234
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Physical salt attack (PSA) is one of the dominant durability issues of cement-based materials, where salt crystallization pressure is the driving force inducing damage. However, research on the temperature-related deterioration behavior of cement-based materials is limited. In this study, saltcontaminated cement mortars were rewetted at different temperatures. The assessment criteria were based on the visual appearance, weight evolution and size distribution of scaled materials, and the alterations in the microstructure were investigated by microscopy, thermal and mineralogical analyses. The results indicated that more severe damage developed at 5 degrees C than that at 20 degrees C due to the greater crystallization pressure caused by the conversion from thenardite (Na2SO4) to mirabilite (Na2SO4 center dot 10H(2)O) at the lower temperature. No damage was observed at 35 degrees C, since the repeated dissolution and re-crystallization of thenardite were harmless for the specimens. In addition, two distinct damage patterns were observed for PSA performed at 5 degrees C and 20 degrees C, namely, granular disintegration and contour scaling.
引用
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页数:18
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