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author:

Zhang, Yong (Zhang, Yong.) [1] | Yang, Bin (Yang, Bin.) [2] | Yang, Zhengxian (Yang, Zhengxian.) [3] | Ye, Guang (Ye, Guang.) [4]

Indexed by:

EI

Abstract:

Capturing the long-term performance of concrete must be underpinned by a detailed understanding of the pore structure. Mercury intrusion porosimetry (MIP) is a widely used technique for pore structure characterization. However, it has been proven inappropriate to measure the pore size distribution of cementitious materials due to the ink-bottle effect. MIP with cyclic pressurization-depressurization can overcome the ink-bottle effect and enables a distinction between large (ink-bottle) pores and small (throat) pores. In this paper, pressurization-depressurization cycling mercury intrusion porosimetry (PDC-MIP) is adopted to characterize the pore structure in a range of cementitious pastes cured from 28 to 370 days. The results indicate that PDC-MIP provides a more accurate estimation of the pore size distribution in cementitious pastes than the standard MIP. Bimodal pore size distributions can be obtained by performing PDC-MIP measurements on cementitious pastes, regardless of the age. Water-binder ratio, fly ash and limestone powder have considerable influences on the formation of capillary pores ranging from 0.01 to 0.5 μm. © 2019 by the authors.

Keyword:

Bottles Fly ash Lime Mercury (metal) Pore size Pore structure Pressurization Size distribution

Community:

  • [ 1 ] [Zhang, Yong]Fujian Provincial University Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Zhang, Yong]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 3 ] [Zhang, Yong]Microlab, Section of Materials and Environment, Department of 3MD, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, Delft; 2628 CN, Netherlands
  • [ 4 ] [Yang, Bin]Chengdu Design and Research Institute of Building Materials Industry Co., Ltd, Chengdu; 610051, China
  • [ 5 ] [Yang, Zhengxian]Fujian Provincial University Research Center for Advanced Civil Engineering Materials, Fuzhou University, Fuzhou; 350116, China
  • [ 6 ] [Yang, Zhengxian]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 7 ] [Ye, Guang]Microlab, Section of Materials and Environment, Department of 3MD, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, Delft; 2628 CN, Netherlands

Reprint 's Address:

  • [yang, zhengxian]college of civil engineering, fuzhou university, fuzhou; 350116, china;;[yang, zhengxian]fujian provincial university research center for advanced civil engineering materials, fuzhou university, fuzhou; 350116, china

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Source :

Materials

Year: 2019

Issue: 9

Volume: 12

3 . 0 5 7

JCR@2019

3 . 1 0 0

JCR@2023

ESI HC Threshold:236

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 46

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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