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Sulfuric acid resistance of alkali/slag activated silico-manganese fume-based mortars

  • Muhammad Nasir*
  • , Megat Azmi Megat Johari
  • , Mohammed Maslehuddin
  • , Moruf Olalekan Yusuf
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

29 Scopus citations

Abstract

The resistance of alkaline-activated silico-manganese fume (SMF) and blast furnace slag (BSF)-based mortar, prepared by varying BFS and NaOHaq composition, during 20 weeks of exposure to 5% sulfuric acid (H2SO4aq) of initial pH = 0.24 and pure water (controlled) was studied. The deterioration was monitored by visual, alkalinity, mass, compressive strength and microstructural tests. The set of specimens synthesized included: (a) BFS-free high alkaline, (b) SMF-BFS blended high alkaline, and (c) SMF-BFS blended mild alkaline system. Their residual strengths after 20 weeks of acid exposure were 20.1, 18.6, and 16%, respectively. BFS-free specimens exhibited high resistance to acid attack due to the dearth of Ca in SMF. BFS-admixed mild alkali system resulted formation of more gypsum and dealumination attributed to incomplete dissolution of Ca grains leading to severe spalling. BFS-admixed high alkaline system underwent moderate resistance due to dense microstructure formed by additional C-S-H, K-A-S-H, and C-Mn-H gel which enhanced retention of the polymerized framework.

Original languageEnglish
Pages (from-to)E400-E414
JournalStructural Concrete
Volume22
Issue numberS1
DOIs
StatePublished - Jan 2021

Bibliographical note

Publisher Copyright:
© 2020 fib. International Federation for Structural Concrete

Keywords

  • activator concentration
  • alkaline-activated mortar
  • blast-furnace slag
  • silico-manganese fume
  • slag content
  • sulfuric acid-resistance

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • General Materials Science
  • Mechanics of Materials

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