摘要
本文结合东部过境高速公路连接线工程,应用简化权重成熟度预测粉煤灰混凝土早期抗压强度,研究表明,(预测值/实测值)均值1.00,变异系数6.5%,预测准确性高;在水胶比0.45和胶凝材料400 kg/m3固定的情况下,不同粉煤灰掺量的强度预测公式的斜率相同、截距不同,粉煤灰掺量每增加10%,截距减少5 MPa。
In this paper, the early compressive strength of fly ash concrete is predicted in the Shenzhen east-ern transit expressway connecting line project, using the Simplified Weighted Maturity Method. The result of the study shows that: the mean value (predicted value/measured strength) is 1.00;the C.V is 6.5% and the prediction accuracy is high. Under the condition of W/B 0.45 and cementitious material 400 kg/m3, the slope of the strength prediction formula for different fly ash concrete is same and the intercept is different. When fly ash content increases 10%, the intercept reduces 5 MPa.
出处
《土木工程》
2015年第3期119-126,共8页
Hans Journal of Civil Engineering
基金
深圳市交通公用设施建设中心科研项目“东部过境高速公路连接线工程”(隧道混凝土结构耐久性关键技术的研究与应用)。