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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2022, Vol. 16 Issue (2): 191-201   https://doi.org/10.1007/s11709-021-0792-y
  本期目录
The ITZ microstructure, thickness, porosity and its relation with compressive and flexural strength of cement mortar; influence of cement fineness and water/cement ratio
Tahereh KOROUZHDEH, Hamid ESKANDARI-NADDAF(), Ramin KAZEMI
Department of Civil Engineering, Hakim Sabzevari University, Sabzevar 9617976487, Iran
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Abstract

A new insight into the interfacial transition zone (ITZ) in cement mortar specimens (CMSs) that is influenced by cement fineness is reported. The importance of cement fineness in ITZ characterizations such as morphology and thickness is elucidated by backscattered electron images and by consequences to the compressive (Fc) and flexural strength (Ff), and porosity at various water/cement ratios. The findings indicate that by increasing the cement fineness the calcium silicate hydrate formation in the ITZ is favored and that this can refine the pore structures and create a denser and more homogeneous microstructure. By increasing cement fineness by about 25% of, the ITZ thickness of CMSs was reduced by about 30% and Fc was increased by 7%–52% and Ff by 19%–40%. These findings illustrate that the influence of ITZ features on the mechanical strength of CMSs is mostly related to the cement fineness and ITZ microstructure.

Key wordscement fineness    interfacial transition zone    compressive and flexural strength
收稿日期: 2021-08-10      出版日期: 2022-04-20
Corresponding Author(s): Hamid ESKANDARI-NADDAF   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2022, 16(2): 191-201.
Tahereh KOROUZHDEH, Hamid ESKANDARI-NADDAF, Ramin KAZEMI. The ITZ microstructure, thickness, porosity and its relation with compressive and flexural strength of cement mortar; influence of cement fineness and water/cement ratio. Front. Struct. Civ. Eng., 2022, 16(2): 191-201.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-021-0792-y
https://academic.hep.com.cn/fsce/CN/Y2022/V16/I2/191
Fig.1  
properties constituent CSC
32.5 MPa 42.5 MPa 52.5 MPa
physical analysis specify gravity (ton/m3) 3.13 3.16 3.18
sieve residue on 90 mm (%) 0.9 0.7 0.2
blaine fineness (cm2/g) 3000 3300 3700
chemical analysis (%) SiO2 20.40 20.20 21.00
Al2O3 4.56 4.60 4.70
Fe2O3 3.40 3.75 3.90
CaO 64.12 64.00 64.56
MgO 1.93 1.94 1.94
SO3 2.30 2.40 2.61
Na2O 0.32 0.32 0.32
K2O 0.70 0.65 0.66
LOI 2.20 2.70 1.01
FCaO 1.30 1.20 1.00
cement phase C3S 61.60 60.94 60.69
C2S 12.20 12.89 13.22
C3A 4.60 4.92 4.74
(2C3A+C4AF) 21.60 21.25 21.35
Tab.1  
Fig.2  
mix. CSC (MPa) C (kg) S/C* W/C
1 32.5 2.67 2.75 0.25
2 42.5 2.67 2.75 0.25
3 52.5 2.67 2.75 0.25
4 32.5 2.67 2.75 0.3
5 42.5 2.67 2.75 0.3
6 52.5 2.67 2.75 0.3
7 32.5 2.67 2.75 0.35
8 42.5 2.67 2.75 0.35
9 52.5 2.67 2.75 0.35
10 32.5 2.67 2.75 0.40
11 42.5 2.67 2.75 0.4
12 52.5 2.67 2.75 0.4
13 32.5 2.67 2.75 0.45
14 42.5 2.67 2.75 0.45
15 52.5 2.67 2.75 0.45
16 32.5 2.67 2.75 0.5
17 42.5 2.67 2.75 0.5
18 52.5 2.67 2.75 0.5
Tab.2  
Fig.3  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
Fig.14  
Fig.15  
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