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author:

Wang, Dehui (Wang, Dehui.) [1] | Shi, Caijun (Shi, Caijun.) [2] | Farzadnia, Nima (Farzadnia, Nima.) [3] | Shi, Zhenguo (Shi, Zhenguo.) [4] | Jia, Huangfei (Jia, Huangfei.) [5] | Ou, Zhihua (Ou, Zhihua.) [6]

Indexed by:

EI

Abstract:

Limestone powder (LS) has been widely used in cement-based materials; and reportedly, can influence their properties by filler, nucleation, dilution and chemical effects. The action mechanism of LS mainly depends on its particle size and amount. The filler effect of LS refines the microstructure and reduces the porosity of cement-based materials. Its nucleation effect accelerates the hydration of C3S, increases the amount of hydration products and reduces the porosity of cement-based materials at early ages. Its dilution effect reduces the hydration peak of C3S, decreases the amount of hydration products and increases the porosity of cement-based materials. Its chemical effect promotes the appearance of third hydration peak, forms carboaluminate and reduces the porosity of cement-based materials. © 2018

Keyword:

Cements Crystallization Fillers Hydration Lime Limestone Microstructure Nucleation Particle size Porosity

Community:

  • [ 1 ] [Wang, Dehui]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Shi, Caijun]College of Civil Engineering, Hunan University, Changsha; 410082, China
  • [ 3 ] [Farzadnia, Nima]College of Civil Engineering, Hunan University, Changsha; 410082, China
  • [ 4 ] [Shi, Zhenguo]Interdisciplinary Nanoscience Center (iNANO), Aarhus University, Aarhus C; 8000, Denmark
  • [ 5 ] [Jia, Huangfei]College of Civil Engineering, Hunan University, Changsha; 410082, China
  • [ 6 ] [Ou, Zhihua]School of Civil Engineering, Hunan University of Technology, Zhuzhou; 412007, China

Reprint 's Address:

  • [shi, caijun]college of civil engineering, hunan university, changsha; 410082, china

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2018

Volume: 181

Page: 659-672

4 . 0 4 6

JCR@2018

7 . 4 0 0

JCR@2023

ESI HC Threshold:284

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 306

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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