摘要
本文对碾压混凝土的溶蚀和渗透耐久性进行了阐述 ,给出了碾压混凝土临界水力梯度及渗透、溶蚀耐久性的计算公式 ,并结合工程实际进行了计算。
In the paper,calculating formulae on the boundary hydraulic gradient and durability of permeability and dissolve of lime in RCC by setting forth of durability of permeability and dissolve are provided,and are calculated by an example.
出处
《混凝土》
CAS
CSCD
2002年第1期54-57,共4页
Concrete
关键词
碾压混凝土
渗稼
溶蚀
耐久性
临界水力梯度
筑坝
roller compacted concrete
permeability
dissolve
durability
boundary hydraulic gradient