Determination of particle size, surface area, and shape of supplementary cementitious materials by different techniques

被引:105
作者
Arvaniti, Eleni C. [1 ]
Juenger, Maria C. G. [2 ]
Bernal, Susan A. [3 ]
Duchesne, Josee [4 ]
Courard, Luc [5 ]
Leroy, Sophie [5 ]
Provis, John L. [3 ]
Klemm, Agnieszka [6 ]
De Belie, Nele [1 ]
机构
[1] Univ Ghent, Dept Struct Engn, Fac Engn & Architecture, Magnel Lab Concrete Res, B-9052 Ghent, Belgium
[2] Univ Texas Austin, Dept Civil Environm & Architectural Engn, Austin, TX 78712 USA
[3] Univ Sheffield, Dept Mat Sci & Engn, Sheffield S1 3JD, S Yorkshire, England
[4] Univ Laval, Dept Geol & Genie Geol, Quebec City, PQ G1V 0A6, Canada
[5] Univ Liege, ArGEnCo Dept, GeMMe Res Grp, Liege, Belgium
[6] Glasgow Caledonian Univ, Sch Engn & Built Environm, Dept Construct & Surveying, Glasgow G4 0BA, Lanark, Scotland
关键词
Supplementary cementitious materials; Fineness; Sieve; Laser diffraction; Blaine; BET; Image analysis; Mercury intrusion porosimetry;
D O I
10.1617/s11527-014-0431-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The particle size distribution, surface area and shape are fundamental characteristics of supplementary cementitious materials (SCMs). Accurate measurement of these properties is required in computational efforts to model the hydration process, and the characterization of these parameters is also an important practical issue during the production and use of blended cements. Since there are no standard procedures specifically for the determination of physical properties of SCMs, the techniques that are currently used for characterizing Portland cement are applied to SCMs. Based on the fact that most of the techniques have been developed to measure cements, limitations occur when these methods are used for other materials than cement, particularly when these have lower fineness and different particle shape and mineralogical composition. Here, samples of fly ash, granulated blast furnace slag and silica fume were tested. Different results obtained using several methods for the determination of specific surface area are presented. Recommendations for testing SCMs using air permeability, sieving, laser diffraction, BET, image analysis and MIP are provided, which represent an output from the work of the RILEM Technical Committee on Hydration and Microstructure of Concrete with Supplementary Cementitious Materials (TC-238-SCM).
引用
收藏
页码:3687 / 3701
页数:15
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