Autogenous Shrinkage Development in HPC

机译：HPC中自发收缩的发展

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The paper analyses the influences of the amount of binder, the percentage of silica fume, the water to binder ratio, and the types of superplasticizer, cement and aggregate respectively on both autogenous and total shrinkage of high performance concrete (HPC). The measurements of shrinkage were carried out under isothermal conditions and constant humidity of environment. Water-binder ratios, the most influential parameter, varied between 0.23 and 0.52.

机译：本文分别分析了粘结剂的量，硅粉的百分比，水与粘结剂的比例以及高效减水剂，水泥和集料的类型对高性能混凝土（HPC）自生和总收缩的影响。收缩率的测量是在等温条件和恒定的环境湿度下进行的。最具影响力的参数水粘合剂比率在0.23和0.52之间变化。

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来源
《International Conference on High Performance Materials in Bridges; 20010729-20010803; Kona,HI; US》|2001年|P.11-20|共10页
会议地点 Kona HI(US)
作者
Drago Saje; Franc Saje;
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作者单位

University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, SI-1000 Ljubljana, Slovenia;

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会议组织
原文格式 PDF
正文语种 eng
中图分类桥梁建筑材料;
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4. Autogenous Shrinkage Development in HPC [C] . Drago Saje, Franc Saje UEF and NaBRO international conference on high performance materials in bridges and buildings . 2004

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Autogenous Shrinkage Development in HPC

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