journal article·2026-07Open access

Comparative case study of fresh and spent oil refinery FCC catalysts as cement replacements in UHPM

Hassan Abdolpour, Jennifer Udebunu, Benedykt Mrosek, Michał Pachnicz, ChmurzynskaLucyna Chmurzyńska, Justyna Stec

Abstract

Ultra-high-performance mortar (UHPM) delivers outstanding mechanical strength and durability but typically depends on clinker-rich binders with a substantial environmental footprint. Spent fluid catalytic cracking (FCC) catalysts from petroleum refineries represent a promising supplementary cementitious material; nevertheless, the comparative effects of catalyst condition (fresh versus spent) on hydration behavior, pore structure, and ductility are still poorly understood. This work investigates UHPM mixtures containing 10–30 wt% fresh or spent FCC catalysts combined with recycled steel fibers at a water-to-binder ratio of 0.20. Compressive strength tests, notched three-point bending, and X-ray micro-computed tomography (µCT) were employed to link microstructural features to mechanical response. The results demonstrate that spent FCC catalyst raised compressive strength by 12% (from 161.5 MPa to 180.8 MPa) and increased residual flexural strength by 30–75% over the full CMOD range, achieving strain-hardening behavior at 20 wt% replacement. Conversely, fresh catalyst decreased compressive strength by 20% and reduced flow spread by 40% at comparable replacement levels. µCT analysis showed lower overall porosity (≈3–4%) and more uniform fiber distribution in the spent catalyst mixtures. Overall, the findings confirm that spent FCC catalyst permits clinker reduction while simultaneously enhancing performance, offering a circular valorization pathway for refinery waste in UHPM.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete and Cement Materials Research · Material Selection and Properties · Catalysis and Hydrodesulfurization Studies

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (40)

Show source-provided references
1. Ultra-high-performance fiber-reinforced concrete. Part III: Fresh and hardened properties
2. Microstructure of ultra-high-performance concrete (UHPC) – A review study
3. Effects of Silica Fume Purity on Behavior of Ultra-High Performance Concrete10.1520/ACEM20220017 ↗
4. New approach for developing an eco-friendly ultra-high performance concrete making efficient use of ground granulated blast-furnace slag10.1016/j.conbuildmat.2025.144512 ↗
5. Metakaolin in ultra-high-performance concrete: A critical review of its effectiveness as a green and sustainable admixture
6. Towards greener ultra-high performance concrete based on highly-efficient utilization of calcined clay and limestone powder
7. Characterization of sustainable mortar containing high-quality recycled manufactured sand crushed from recycled coarse aggregate
8. New insights into the effects of silicate modulus, alkali content and modification on multi-properties of recycled brick powder-based geopolymer
9. Micro-properties and mechanical behavior of high-ductility engineered geopolymer composites (EGC) with recycled concrete and paste powder as green precursor10.1016/j.cemconcomp.2024.105672 ↗
10. Mechanical performance of low-carbon ultra-high performance engineered cementitious composites (UHP-ECC) with high-volume recycled concrete powder
11. The Role of Supplementary Cementitious Materials (SCMs) in Ultra High Performance Concrete (UHPC): A Review
12. Use of spent fluid catalytic cracking catalyst (FCC) in Limestone Calcined Clay Cement (LC3) systems: Studies in pastes and mortars10.1016/j.jclepro.2024.142177 ↗
13. Chowaniec A. Self-compacting ultra-high performance mortars produced with waste catalysts from petrochemical industry: Rheological, mechanical and microstructural properties10.1016/j.jclepro.2022.133225 ↗
14. Mechanical performances and microstructures of ultra-high performance concrete incorporating spent fluid cracking catalyst under various curing regime: A comparative study
15. Potential use of FCC spent catalyst as partial replacement of cement or sand in cement mortars10.1016/j.conbuildmat.2012.05.035 ↗
16. Multiscale investigation of pore network heterogeneity and permeability of fluid catalytic cracking (FCC) particles10.1016/j.cej.2022.135843 ↗
17. Phosphoric acid treatment of clinoptilolite zeolite to improve the rheological and hydrated behavior of cement pastes10.1016/j.conbuildmat.2025.143624 ↗
18. Mechanisms of cement hydration10.1016/j.cemconres.2010.09.011 ↗
19. Kwiecień A. Engineering of ultra-high performance self-compacting mortar with recycled steel fibres extracted from waste tires10.1007/s43452-022-00496-4 ↗
20. Contribution of fiber orientation to enhancing dynamic properties of UHPC under impact loading10.1016/j.cemconcomp.2021.104108 ↗
21. The Role of Fiber Agglomeration in Formation of Perylene-Based Fiber Networks
22. Microcomputed tomography–based characterization of advanced materials: a review
23. Upscaling characterizing pore connectivity, morphology and orientation of shale from nano-scale to micro-scale10.1016/j.marpetgeo.2024.107213 ↗
24. New Insight into the Design Compressive Strength of Ultra-High Performance Concrete
25. Review of high and ultrahigh performance cementitious composites incorporating various combinations of fibers and ultrafines10.1016/j.jksues.2017.03.006 ↗
26. Performance and life cycle of ultra-high performance concrete mixes containing oil refinery waste catalyst and steel fibre recovered from scrap tyre
27. Material Property Characterization of Ultra-High Performance Concrete
28. EFNARC F. Specification and guidelines for self-compacting concrete. European Federation of Specialist Construction Chemicals and Concrete System 2002.
29. RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete’-sigma-epsilon-design method-Final Recommendation10.1617/14007 ↗
30. ASTM. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars ( Using 2-in. or [ 50-mm] Cube Specimens) 1. Chemical Analysis 2010.
31. The Use of Tensors to Describe and Predict Fiber Orientation in Short Fiber Composites10.1122/1.549945 ↗
32. Development and characterization of non-proprietary ultra high performance concrete10.1016/j.heliyon.2024.e24260 ↗
33. Hydration mechanism and sintering characteristics of hydratable alumina with microsilica addition10.1016/j.ceramint.2019.04.074 ↗
34. Potential of spent fluid cracking catalyst (FCC) waste for low-carbon
35. Study of the spent catalysts as internal curing agents on the hydration kinetics and microstructure development of ultra-high performance concrete (UHPC10.1016/j.conbuildmat.2023.134027 ↗
36. Influence of fibers on tensile behavior of ultra-high performance concrete: a review10.1016/j.conbuildmat.2024.136432 ↗
37. Multi-scale analysis on the tensile properties of UHPC considering fiber orientation10.1016/j.compstruct.2021.114835 ↗
38. RILEM · TDF “‘Test. Des. Methods Steel Fiber Reinf. Concr.ϭԐ Des. MethodFinal Recom. ’” · 1622 · 2003 · 560
39. International Federation for Structural Concrete. fib Model Code for Concrete Structures 2010. 2010.
40. Pozzolanic activity of FCC catalyst waste slag (CWS) for cement and geopolymer production