Cement hydration mechanisms through time - a review

被引:73
作者
John, Elisabeth [1 ,2 ]
Lothenbach, Barbara [3 ,4 ]
机构
[1] Bundesanstalt Materialforschung & Prufung, Div Surface Anal & Interfacial Chem, Unter Eichen 44, D-12205 Berlin, Germany
[2] Tech Univ Berlin, Div Bldg Mat & Construction Chem, Gustav Meyer Allee 25, D-13355 Berlin, Germany
[3] Swiss Fed Labs Mat Sci & Technol Empa, Lab Concrete & Asphalt, CH-8600 Dubendorf, Switzerland
[4] Univ Bern, Inst Geol Sci, Mineral Grp, CH-3012 Bern, Switzerland
关键词
TRICALCIUM SILICATE HYDRATION; CALCIUM SILICATES; PORTLAND-CEMENT; DISSOLUTION KINETICS; INDUCTION PERIOD; SURFACE; C3S; GROWTH; SUSPENSIONS; NUCLEATION;
D O I
10.1007/s10853-023-08651-9
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this article the progress of the research on cement hydration mechanisms is critically reviewed, starting with the work of Le Chatelier and Michaelis during the late nineteenth century. Proposed mechanisms are discussed in the light of experimental data to highlight the role of new or improved analytical techniques. The focus of this article lies on the dormant period and the silicate reaction. Today many of the mechanisms proposed throughout time cannot withstand experimental evidence and need to be rejected, including the classical protective hydrate layer theory. However, it seems likely that hydrated surface species are involved in the mechanism. Theories that aim to explain the rate changes solely based on the nucleation and growth of portlandite can also not withstand experimental evidence. Nevertheless, the retardation of portlandite crystal growth through silicate ions is a relevant factor. Especially since it might present a mechanism for the nucleation of calcium silicate hydrate (C-S-H), backing up theories that propose C-S-H and portlandite to grow from the same nuclei. Finally, an overview over facts, that are currently considered to be valid and hence need to be regarded in the future mechanisms is given.
引用
收藏
页码:9805 / 9833
页数:29
相关论文
共 147 条
[1]   On the mesoscale mechanism of synthetic calcium-silicate-hydrate precipitation: a population balance modeling approach [J].
Andalibi, M. Reza ;
Kumar, Abhishek ;
Srinivasan, Bhuvanesh ;
Bowen, Paul ;
Scrivener, Karen ;
Ludwig, Christian ;
Testino, Andrea .
JOURNAL OF MATERIALS CHEMISTRY A, 2018, 6 (02) :363-373
[2]  
[Anonymous], 1972, Cem. Concr. Res, DOI [10.1016/0008-8846(72)90057-9, DOI 10.1016/0008-8846(72)90057-9]
[3]  
[Anonymous], 1861, Philos. T. Roy. Soc, DOI [DOI 10.1016/0016-0032(61)90352-0, DOI 10.1098/RSTL.1861.0011]
[4]   A potential C-S-H nucleation mechanism: atomistic simulations of the portlandite to C-S-H transformation [J].
Aretxabaleta X.M. ;
López-Zorrilla J. ;
Labbez C. ;
Etxebarria I. ;
Manzano H. .
Cement and Concrete Research, 2022, 162
[5]   Kinetics of phase change I - General theory [J].
Avrami, M .
JOURNAL OF CHEMICAL PHYSICS, 1939, 7 (12) :1103-1112
[6]  
Avrami M., 1940, J CHEM PHYS, V8, P212, DOI DOI 10.1063/1.1750631
[7]   STRESS AS A FACTOR IN THE HYDRATION OF C3S [J].
BALL, MC .
CEMENT AND CONCRETE RESEARCH, 1983, 13 (05) :744-746
[8]   CEMENT TUBULES - ANOTHER LOOK [J].
BARNES, P ;
GHOSE, A ;
MACKAY, AL .
CEMENT AND CONCRETE RESEARCH, 1980, 10 (05) :639-645
[9]   MECHANISM OF C3S DISSOLUTION AND PROBLEM OF THE CONGRUENCY IN THE VERY INITIAL PERIOD AND LATER ON [J].
BARRET, P ;
MENETRIER, D ;
BERTRANDIE, D .
CEMENT AND CONCRETE RESEARCH, 1983, 13 (05) :728-738
[10]   FILTER DISSOLUTION OF C3S AS A FUNCTION OF THE LIME CONCENTRATION IN A LIMITED AMOUNT OF LIME WATER [J].
BARRET, P ;
MENETRIER, D .
CEMENT AND CONCRETE RESEARCH, 1980, 10 (04) :521-534