Optimization of concrete mix design to account for strength and hydration heat in massive concrete structures

被引：40

作者：

Bourchy, Agathe ^{[1
]}

Barnes, Laury ^{[2
]}

Bessette, Laetitia ^{[2
]}

Chalencon, Florian ^{[3
]}

Joron, Aurelien ^{[3
]}

Torrenti, Jean Michel ^{[1
]}

机构：

[1] IFSTTAR, Mat & Struct Dept, 14-20 Blvd Newton, F-77420 Champ Sur Marne, France

[2] Vicat SA, 4 Rue Aristide Berges, F-38080 Lisle Dabeau, France

[3] Sigma Beton SA, 4 Rue Aristide Berges, F-38080 Lisle Dabeau, France

来源：

CEMENT & CONCRETE COMPOSITES | 2019年 / 103卷

关键词：

Concrete; Formulation; Supplementary cementitious materials; Hydration heat; Compressive strength; PORTLAND-CEMENT; MINERAL ADMIXTURES; FILLER; FINENESS; FRESH; RATIO; SUPERPLASTICIZER; TEMPERATURE; ETTRINGITE; EFFICIENCY;

D O I：

10.1016/j.cemconcomp.2019.05.005

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In the case of massive concrete structures, the heat generated by cement hydration may cause cracking due to thermal strains. The mix design of the concrete used for such structures has to take account of mechanical properties and generated temperatures. Using experimental design principles, the hydration heat and the development of compressive strength are measured in order to determine how the composition of concrete and the presence of SCM influence the characteristics of concrete and to create a mix design protocol. This protocol can help to determine which mix design minimizes the hydration temperature for a given compressive strength.

引用

页码：233 / 241

页数：9

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