The Frost-resisting Durability of High Strength Self-Compacting Pervious Concrete in Deicing Salt Environment

被引:8
|
作者
封金财 [1 ]
ZONG Ningwen [1 ]
ZHU Pinghua [1 ]
刘惠 [1 ]
YAO Lan [1 ]
GENG Jiang [1 ]
机构
[1] Department of Civil Engineering, Changzhou University
基金
中国国家自然科学基金;
关键词
high strength self-compacting pervious concrete; top-bottom interconnected pores; heavy loading road; frost-resisting durability; deicing salt environment;
D O I
暂无
中图分类号
TU528 [混凝土及混凝土制品];
学科分类号
0805 ; 080502 ; 081304 ;
摘要
A high strength self-compacting pervious concrete(SCPC) with top-bottom interconnected pores was prepared in this paper. The frost-resisting durability of such SCPC in different deicing salt concentrations(0%, 3%, 5%, 10%, and 20%) was investigated. The mass-loss rate, relative dynamic modulus of elasticity, compressive strength, flexural strength and hydraulic conductivity of SCPC after 300 freeze-thaw cycles were measured to evaluate the frost-resisting durability. In addition, the microstructures of SCPC near the top-bottom interconnected pores after 300 freeze-thaw cycles were observed by SEM. The results show that the high strength SCPC possesses much better frost-resisting durability than traditional pervious concrete(TPC) after 300 freeze-thaw cycles, which can be used in heavy loading roads. The most serious freeze-thaw damage emerges in the SCPC immersed in the 3% of Na Cl solution, while there is no obvious damage in 20% of Na Cl solution. Furthermore, it can be deduced that the high strength SCPC can be used for 100 years in a cold environment.
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页码:167 / 175
页数:9
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