矿渣砼在模拟现场条件下的工程性能

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卢安琪. 矿渣砼在模拟现场条件下的工程性能[J]. 水利水运工程学报, 1995, (4).

引用本文:

卢安琪. 矿渣砼在模拟现场条件下的工程性能[J]. 水利水运工程学报, 1995, (4).

Lu Anqi. On properties of slag concrete under in situ[J]. Hydro-Science and Engineering, 1995, (4).

Citation:

Lu Anqi. On properties of slag concrete under in situ[J]. Hydro-Science and Engineering, 1995, (4).

On properties of slag concrete under in situ

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。

Abstract: 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.

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