Hierarchical Nanoengineered Matrix and Fiber Reinforcement for Sustainable Coal Mine Waste Rock Concrete

Abstract The large-scale application of coal mine waste rock (CMWR) in concrete is limited by a porous interfacial transition zone (ITZ), which reduces mechanical performance and accelerates fluid transport. This study introduces a hierarchical reinforcement approach that combines nano-silica (NS)-induced matrix densification with basalt fiber (BF) bridging. NS refines the pore structure and strengthens the ITZ, creating a low-permeability matrix that enables effective fiber anchorage and crack arrest. The hybrid mixture containing 0.5% NS and 4% BF achieved a 30.5% higher compressive strength, a 26.0% greater flexural strength, and a 41.5% reduction in water absorption compared to the control. These findings demonstrate that nanoscale matrix densification is crucial for activating microscale fiber reinforcement, providing a viable route to developing waste-based cementitious composites with enhanced resistance to fluid ingress and improved transport properties.

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Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2026-09-30
DOI
https://doi.org/10.1061/jmcee7.mteng-24369
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
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article

Hierarchical Nanoengineered Matrix and Fiber Reinforcement for Sustainable Coal Mine Waste Rock Concrete

Hoàng Long Nguyễn, Thu Thuy Nguyen, To Uyen Nguyen Thi, Thoai Phan Van et al.
Journal of Materials in Civil Engineering
Concrete and Cement Materials Research
article

Hierarchical Nanoengineered Matrix and Fiber Reinforcement for Sustainable Coal Mine Waste Rock Concrete

Hoàng Long Nguyễn, Thu Thuy Nguyen, To Uyen Nguyen Thi, Thoai Phan Van, Van Minh Nguyen
article en

Abstract

Abstract The large-scale application of coal mine waste rock (CMWR) in concrete is limited by a porous interfacial transition zone (ITZ), which reduces mechanical performance and accelerates fluid transport. This study introduces a hierarchical reinforcement approach that combines nano-silica (NS)-induced matrix densification with basalt fiber (BF) bridging. NS refines the pore structure and strengthens the ITZ, creating a low-permeability matrix that enables effective fiber anchorage and crack arrest. The hybrid mixture containing 0.5% NS and 4% BF achieved a 30.5% higher compressive strength, a 26.0% greater flexural strength, and a 41.5% reduction in water absorption compared to the control. These findings demonstrate that nanoscale matrix densification is crucial for activating microscale fiber reinforcement, providing a viable route to developing waste-based cementitious composites with enhanced resistance to fluid ingress and improved transport properties.

Journal of Materials in Civil EngineeringVol. 39(1)
University Of Transport Technology (VN), Vietnam Academy of Science and Technology (VN)
Industry, innovation and infrastructure
Openalex Percentile: Top 18%
Concrete and Cement Materials Research
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