Abstract

This study aimed to investigate the chloride-binding capacity of alkali-activated fly ash (denoted as FSW) and slag (denoted as SSW) samples and their synthesized Cl-bearing phases, which are capable of binding and immobilizing chloride when seawater is used as the mixing water. This study also examined the progressive changes in the pore structures of the FSW and SSW samples over time. The results show that the SSW sample is significantly more effective in the uptake of chloride ions compared to the FSW sample at 28 days of curing. While the FSW sample forms Cl-bearing zeolites (Cl-chabazite and Cl-sodalite) (possibly with similar types of geopolymeric gels), the SSW sample synthesizes Cl-bearing, layered double hydroxides (LDH) (Cl-hydrocalumite and Cl-hydrotalcite). Although both samples involve Cl-binding phases, the FSW sample is likely to be less efficient because it largely produces zeolites (or similar geopolymeric gels) with no Cl-binding capability (i.e., zeolites X and Y). Meanwhile, the SSW sample produces Cl-bearing LDH phases as well as C-S-H(I), which can physically adsorb chloride. The SSW sample exhibits both pore-size refinement and porosity reduction over time, while the FSW sample only exhibits pore-size refinement. Therefore, the SSW system is more advantageous in the use of seawater because it more effectively prevents Cl ingression due to greater impermeability.

Highlights

  • The global cement and concrete industry is facing environmental challenges

  • The production of ordinary portland cement (OPC) concrete consumes a significant quantity of fresh water, one billion tons of fresh water per year [4]

  • Did not that show sampleadvantage did from 42%

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Summary

Introduction

The global cement and concrete industry is facing environmental challenges. The total CO2 emission from worldwide OPC production is equivalent to 6–8% of global CO2 emissions [3]. The production of OPC concrete consumes a significant quantity of fresh water, one billion tons of fresh water per year [4]. Water shortages are already serious problems in the Middle Eastern and North African nations, which have already imported a huge volume of fresh water, such as Saudi Arabia, United Arab. Bahrain, Qatar, Kuwait, Yemen, Libya, Jordan, and Israel [5]. This water shortage may become a vital challenge to other nations in the near future due to climate change [6]. Existing concrete structures suffer durability issues due to chemical deteriorations, such as chloride attacks, corrosion, and

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