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Dual utilization of municipal solid waste incineration fly ash as precursor and aggregate in alkali-activated solid-waste composite mortar: Performance and Mechanism

  • Qingmei Yang
  • , Lili Xue*
  • , Wei Zhang
  • , Yutong Zhuang
  • , Zhenhua Duan
  • , Dengwu Jiao
  • *Corresponding author for this work

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

Abstract

This study investigates a dual-utilization strategy for municipal solid waste incineration fly ash (MSWIFA) in alkali-activated composite solid-waste mortar (AACSWM), where MSWIFA is incorporated either as the precursor replacing ground granulated blast-furnace slag (GGBS)/fly ash (FA) or as the aggregate replacing natural sand. The effects of MSWIFA on fresh behavior, hardened performance, shrinkage, and microstructural evolution were systematically quantified, and the governing mechanisms were resolved using SEM, TG, and MIP methods. Rough and porous MSWIFA particles drastically reduced workability (up to 48.9% loss), yet as aggregate (≤10%) they retarded setting. Shrinkage predominantly occurred within the first 7 days, representing up to about 70% of the total. While higher MSWIFA precursor content slowed early shrinkage, it increased total shrinkage; whereas MSWIFA aggregate mitigated early shrinkage via an internal water-storage effect. Incorporating MSWIFA as precursor (≤16%) resulted in a modest 8.2% reduction in flexural strength; however, further increases in the replacement rate decreased strength. As aggregate, MSWIFA induced a non-monotonic strength response of AACSWM, characterized by an initial increase followed by a decline, peaking at 5.9 MPa. Microstructurally, MSWIFA lowered the available Si/Al supply, suppressing C/N-(A)-S-H formation, but promoted crystalline phases (Friedel’s salt, ettringite) that filled pores. The fractal dimensions of AACSWM all fall within the range of 2.74–2.81, indicating that an appropriate addition of MSWIFA effectively reduces the fractal dimension and improves the pore distribution characteristics. Overall, P16A10 delivered the best balance among strength, compactness, and microstructural optimization. This work establishes a feasible pathway for upcycling MSWIFA into high-value alkali-activated construction materials.
© 2026 Published by Elsevier Ltd.
Original languageEnglish
Article number147762
Number of pages15
JournalConstruction and Building Materials
Volume541
Online published15 Aug 2026
DOIs
Publication statusPublished - 26 Sept 2026

Funding

This study was supported by the Jiaxing University under the 2025 “Jiebang Guashuai” Program for Science and Technology (No. 70125029), the Jiaxing City Key Laboratory of Building Energy Conservation Technology 2026 Open Fund Project (No. JXJZJN202602), the National Natural Science Foundation Cultivation Project (No. 00326283AL), and the National Natural Science Foundation of China (No. 52178244). The sponsorships are gratefully acknowledged.

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 11 - Sustainable Cities and Communities
    SDG 11 Sustainable Cities and Communities
  2. SDG 12 - Responsible Consumption and Production
    SDG 12 Responsible Consumption and Production

Research Keywords

  • Alkali-activated composite solid-waste mortar
  • Municipal solid waste incineration fly ash
  • Dry shrinkage
  • Flexural strength
  • Microstructure

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