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author:

Lou, Y. (Lou, Y..) [1] | Ma, S. (Ma, S..) [2] | Wang, Y. (Wang, Y..) [3] | Wu, W. (Wu, W..) [4] | Wang, X. (Wang, X..) [5]

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Abstract:

Buildings in coastal areas have been suffered from seawater immersion and tidal erosion for a long time, and the resistance of building structures to sulfate erosion has always been a concern. In order to solve this problem, this paper attempts to develop a new low-carbon green geopolymer cementitious material that is resistant to sulfate attack. The effect of this geopolymer material on sulfate erosion resistance is investigated in terms of alkali admixture, alkali modulus, water-binder ratio and fly ash admixture. In this paper, the geopolymer materials were tested for sulfate erosion resistance by dry-wet cycle sulfate erosion mechanism. It was shown that the contribution in improving the resistance of geopolymer materials to MgSO4 attack can be ranked as follows: water-binder ratio > fly ash content > alkali content > alkali modulus; Increasing alkali admixture, water-binder ratio and fly ash admixture and decreasing alkali modulus will promote the generation of gypsum in the specimen; Mg2+ in MgSO4 solution makes the volcanic ash reaction products decalcify, and the free Ca2+ and [SO4]2+ combine to generate gypsum, causing gypsum-type erosion damage in the specimen.  © 2024 Emerald Publishing Limited: All rights reserved.

Keyword:

drying-wetting cycles geopolymers strength sulfate resistance testing of materials

Community:

  • [ 1 ] [Lou Y.]College of Engineering, Fujian Jiangxia University, Fuzhou, China
  • [ 2 ] [Ma S.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, China
  • [ 3 ] [Wang Y.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 4 ] [Wu W.]College of Advanced Manufacturing, Fuzhou University, Quanzhou, China
  • [ 5 ] [Wu W.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 6 ] [Wang X.]College of Civil Engineering, Fuzhou University, Fuzhou, China

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Source :

Advances in Cement Research

ISSN: 0951-7197

Year: 2024

1 . 4 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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Chinese Cited Count:

30 Days PV: 0

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