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Workability and mechanical performance of shield muck–slag-based engineered geopolymer composites modified with chemical admixtures

  • Kai WANG
  • , Zhiguo YAN
  • , Kai CAO
  • , Shaoqi ZHANG
  • , Rui XIAO
  • , Hehua ZHU
  • , Xi JIANG*
  • *Corresponding author for this work

Research output: Journal PublicationsJournal Article (refereed)peer-review

Abstract

Engineered geopolymer composite (EGC) has been suggested to be an eco-friendly strain-hardening material with superior crack-control capability, which can effectively resist the erosive effects in marine environments. Herein, we proposed the novel EGC formulations synthesized from a blend of shield muck and slag (SS-EGC), addressing both the diminishing supply of geopolymer raw materials and the environmental challenges posed by accumulating shield muck stockpiles. A comprehensive experimental program evaluated the influence of various chemical admixtures—including borax retarders, naphthalene-based superplasticizers, BCH retarders (a composite consisting of 80 wt% barium chloride and 20 wt% zinc sulfate), melamine superplasticizers, and polycarboxylate-based superplasticizers—on the fresh and hardened properties of SS-EGC. We show that borax retarders effectively improve workability and maintain or enhance mechanical performance by moderating the hydration and setting process. In contrast, naphthalene-based superplasticizers and BCH retarders, while beneficial in improving flowability and extending setting time respectively, adversely affect the composite's mechanical strength. Meanwhile, melamine superplasticizers and polycarboxylate-based superplasticizers have limited effect in the highly alkaline environment of SS-EGC. Notably, a significant deterioration in mechanical properties is observed with polycarboxylate-based superplasticizers, contrasting sharply with their superior performance in conventional cement-based formulations. Additionally, key parameters derived from the viscosity–time curve effectively characterize SS-EGC workability. Specifically, flowability exhibits a linear negative correlation with η5 (viscosity at 5 min), while the initial setting time increases linearly with ln t (rate of viscosity growth). These findings provide valuable guidance and data support for further optimizing the engineering applications of SS-EGC.
Original languageEnglish
Article numbere05173
Number of pages15
JournalCase Studies in Construction Materials
Volume23
Early online date13 Aug 2025
DOIs
Publication statusPublished - Dec 2025
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2025

Funding

The authors wish to acknowledge the sponsorship from National Natural Science Foundation of China (Grant No. 52225805, 52078378), the Fundamental Research Funds for the Central Universities (Grant No. 22120250468), and the Research Fund of State Key Laboratory for Disaster Reduction in Civil Engineering.

Keywords

  • Shield muck
  • Engineered geopolymer composite (EGC)
  • Workability
  • Rheology
  • Mechanical performance

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