摘要
文中研究了矿渣掺量为０、３０％、５０％及７０％的砼半绝热温升、抗压、抗拉强度等性能；研究了模拟现场温度和湿度条件对砼强度发展的影响。还对矿渣砼的抗裂性进行了评估。
The paper covers the properties of semi-adiabatic temperature rise, compressive strength and tensile strength for the concretes containing 0.30%, 50% and 70% slag. The effects of in situ temperature and moisture on the strength development of slag concretes are studied. The crack-resistant property of slag concretes are evaluated.
