摘要
设计了5种不同体积掺量的钢纤维页岩陶粒混凝土,对混凝土试件进行抗压试验,分析了不同钢纤维体积掺量对钢纤维页岩陶粒混凝土立方体抗压强度大小和试件破坏形态的影响,得到了一些有意义的结论。
This paper designed 5 different volume fraction of steel fiber shale ceramic concrete, made compressive strength to concrete test speci- men, analyzed the influence of different steel fiber volume fraction to the compressive properties and test specimen failure mode of steel fiber shale ceramic concrete, obtained some useful conclusions.
出处
《山西建筑》
2015年第25期129-131,共3页
Shanxi Architecture
关键词
钢纤维页岩陶粒混凝土
立方体
抗压强度
破坏形态
steel fiber shale ceramic concrete, cubic, compressive strength, failure form
