摘要
本文主要从热力学的角度论述了关于混凝土冻害机理方面的几点思考。结合混凝土材料讨论了结晶压力、毛细孔直径对冰点和毛细孔力的影响以及过冷度对冰穿透多孔材料基体的影响。
Several thermodynamic aspects of mechanism for deterioration of concrete due to freezing are presented in this paper. The pressure of crystallization, the effect of pore size on freezing point and capillary pressure and the effect of supercooling on ice infiltration have been reviewed.
出处
《硅酸盐通报》
CAS
CSCD
北大核心
2008年第4期740-743,共4页
Bulletin of the Chinese Ceramic Society
关键词
混凝土
冻结
结晶压力
过冷度
concrete
freezing
crystallization pressure
supercooling