在LNAPL到达干湿界面以后，由于毛细水压力的作用，其入渗速度明显加快。
After reaching top of capillary fringe, the velocity of LNAPL increased obviously because of capillary pressure.
试验分析了荷载和干湿交替环境共同作用下CFRP -钢界面破坏特征、极限荷载影响和破坏机理。
The ultimate bear capacity, the failure characteristics of the CFRP and steel interface are studied after long term loading and dry-wet cycling.
研究了在不同的界面干湿状态下，几种常见的修补材料和界面剂对新旧混凝土界面结合强度的影响。
This paper presented the influence of repair materials and primers on the interfacial bonds between new and old concretes under various moisture states.
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