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Author:

Liu, Jianglin (Liu, Jianglin.) | Li, Yue (Li, Yue.) (Scholars:李悦) | Li, Yinuo (Li, Yinuo.) | Jin, Caiyun (Jin, Caiyun.) | Lin, Hui (Lin, Hui.) | Li, Hongwen (Li, Hongwen.)

Indexed by:

EI Scopus SCIE

Abstract:

C3S (tricalcium silicate) pastes with water-cement ratio (W/C) of 0.23, 0.3, 0.4 and 0.5 were designed, and the influence of the dielectric properties of C3S paste were quantitatively analyzed. The results show that when the W/C is 0.23, the real part of permitivity of the C3S paste is the smallest. With increases of the W/C, the real part of permitivity of the C3S paste decrease, and the loss tangent increases. The real part of permitivity of C3S paste decreases with the increase of Ca(OH)2 and pore phases, and increases with the increase of C3S and CSH gel phase. The permitivity of C3S paste decreases most due to increase pore phase (about 4 times that of Ca(OH)2 phase), and increases most due to increase CSH gel phase (about 6.6 times that of C3S phase). The dielectric weight coefficient proposed in this study can well predict the changing trend of the real part of permitivity of C3S pastes with different W/C. Finally, based on the Thermogravimetric analysis (TGA), Scanning electron microscope (SEM), Mercury intrusion porosimetry (MIP), N2 adsorption and 29Si magic angle spinning nuclear magnetic resonance (29Si NMR) test results, the reasons of electromagnetic loss changes of C3S pastes with different W/C were analyzed from the molecular structure of CSH gel, the crystalline products and the pore structure of C3S paste.

Keyword:

Quantitative analysis Water-cement ratio C 3 S pastes Dielectric weight coefficient Permitivity

Author Community:

  • [ 1 ] [Liu, Jianglin]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Lin, Hui]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Li, Hongwen]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Li, Yinuo]McGill Univ, Mat Engn CO OP, Montreal, PQ, Canada
  • [ 6 ] [Jin, Caiyun]Beijing Univ Technol, Coll Appl Sci, 100 Pingleyuan, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Li, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing 100124, Peoples R China;;

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Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2022

Volume: 366

7 . 4

JCR@2022

7 . 4 0 0

JCR@2022

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:66

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 8

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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