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author:

Wang, Dehui (Wang, Dehui.) [1] (Scholars:王德辉) | Liu, Guochao (Liu, Guochao.) [2] | Wang, Zhen (Wang, Zhen.) [3] | Jia, Xuxiu (Jia, Xuxiu.) [4] | Luo, Surong (Luo, Surong.) [5] (Scholars:罗素蓉)

Indexed by:

EI SCIE

Abstract:

To clarify the role of limestone powder (LP) in cement mortars under a magnesium sulfate solution at room temperature, the hydration products, microstructure, and mechanical properties of cement-based materials with different amounts and particle sizes of LP were investigated by Fourier transform infrared (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), scanning electronic microscopy (SEM), energy dispersive spectrometer (EDS), appearance change, and compressive strength. The specimens were immersed in 5% MgSO4 solution at 20 degrees C for up to 9 months. LP content had little effect on the content of ettringite, but it significantly influenced the content of gypsum and Ca(OH)(2). When the LP content increased from 0% to 30% (average particle size: 32.42 mu m), the ettringite content in mortars ranged from 4.1% to 5.3%, the gypsum content increased from 7.7% to 57.0%, and the Ca(OH)(2) content decreased from 9.4% to 0%. The particle size of LP content had little effect on the content of ettringite and Ca(OH)(2) when its content was 30%, but it influenced the gypsum content. When the average particle size of LP decreased from 32.42 to 8.07 mu m, the ettringite content ranged from 4.6% to 5.1%, the Ca(OH)(2) content was always 0%, and the gypsum content decreased from 57.0% to 51.8%. The compressive strength variation coefficients of mortars with different LP content ranged from 7.7% to 57.0%, and it ranged from 82.3% to 86.7% for mortars with different LP particle sizes. (C) 2022 American Society of Civil Engineers.

Keyword:

Amount Corrosion products Limestone powder Magnesium sulfate attack Particle size

Community:

  • [ 1 ] [Wang, Dehui]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 2 ] [Liu, Guochao]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 3 ] [Wang, Zhen]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 4 ] [Jia, Xuxiu]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 5 ] [Luo, Surong]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
  • [ 6 ] [Wang, Dehui]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China
  • [ 7 ] [Liu, Guochao]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China
  • [ 8 ] [Wang, Zhen]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China
  • [ 9 ] [Jia, Xuxiu]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China
  • [ 10 ] [Luo, Surong]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China

Reprint 's Address:

  • 罗素蓉

    [Luo, Surong]Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China;;[Luo, Surong]Fuzhou Univ, Qi Shan Campus,2 Xue Yuan Rd, Fuzhou 350108, Fujian, Peoples R China

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Source :

JOURNAL OF MATERIALS IN CIVIL ENGINEERING

ISSN: 0899-1561

Year: 2022

Issue: 4

Volume: 34

3 . 2

JCR@2022

3 . 1 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:66

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 3

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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