摘要
通过试验获得了碾压混凝土在不同水力梯度下的渗透特性及溶蚀特性 ,结合孔结构测试结果 ,研究了影响碾压混凝土渗透溶蚀特性的因素 ,为解决碾压混凝土在高水力梯度下是否会造成渗透溶蚀破坏提供依据 .
The permeability and leakage dissolution properties of roller compacted concrete(RCC) in different hydraulic slope are obtained by tests. Combining with the test results of pore structure, factors affecting permeability and leakage dissolution of RCC are researched. The research may be expected to evaluate the durability of RCC under permeation and leakage dissolution in high hydraulic slope.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2001年第3期37-41,54,共6页
Engineering Journal of Wuhan University
基金
国家"九五"攻关资助项目 (96 - 2 2 0 - 0 1- 0 3 - 0 3)
关键词
碾压混凝土
渗透
溶蚀
水力梯度
roller compacted concrete(RCC)
permeability
leakage dissolution
hydraulic slope
