Utilizing recycled concrete powder (RCP) in ultra-high performance concrete (UHPC) by taking a constrained dense suspension packing (DSP) theory: Towards ensured mechanical properties, lower shrinkage and enhancing sustainability

Ultra-high performance concrete (UHPC) delivers outstanding strength and durability, yet suffers from excessive shrinkage, high cement consumption, and environmental impact. To address these limitations, this study proposes a sustainable and performance-guaranteed solution by incorporating recycled concrete powder (RCP) as a partial cement replacement to produce low-shrinkage and eco-efficient UHPC. A key innovation is the development of a constrained dense suspension packing (DSP) theory, which goes beyond traditional physical packing by optimizing the synergistic interaction among RCP, silica fume (SF), and sand gradation to tailor both workability and hydration behavior. This design approach enhanced flowability by 108 % and improved compressive strength by up to 87.3 % at 30 % RCP content, while maintaining performance losses within acceptable limits, no more than 22.1 % reduction in flowability and 16.6 % in strength, thereby satisfying the requirements of GB/T 31387–2015 . It was also found that across the full RCP replacement range of 10–50 %, autogenous and chemical shrinkage progressively decreased with increasing dosage, reaching maximum reductions of 58.2 % and 68.1 % at 50 % replacement, primarily due to the dilution effect and internal curing capability of RCP. Microstructural analysis confirmed that higher RCP levels suppressed hydration and increased porosity, yet delayed internal humidity loss and stabilized shrinkage development. Importantly, a life cycle assessment (LCA) verified that the proposed RCP-UHPC substantially reduces energy consumption and environmental impact. This study establishes a practical and applicable approach for integrating relatively inert recycled construction and demolition waste powders into UHPC, ensuring dimensional stability and structural performance while improving the environmental friendliness. • Recycled concrete powder (RCP) is used as a partial cement replacement in UHPC. • Dense Suspension Packing (DSP) theory is optimized with three constraints for mix design. • Constrained DSP ensures flowability and strength of RCP-UHPC at RCP dosages ≤ 30 %, meeting regulatory standards. • RCP reduces autogenous shrinkage through dilution effects and internal curing.

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Publication Details

Journal
Construction and Building Materials
Published
2025-09-04
DOI
https://doi.org/10.1016/j.conbuildmat.2025.143449
Citations
2
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
1.91
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article

Utilizing recycled concrete powder (RCP) in ultra-high performance concrete (UHPC) by taking a constrained dense suspension packing (DSP) theory: Towards ensured mechanical properties, lower shrinkage and enhancing sustainability

Cuirong Zhang, Hongru Zhang, Xingwang Cheng
2 citations
Construction and Building Materials
Innovative concrete reinforcement materials
1.91
article

Utilizing recycled concrete powder (RCP) in ultra-high performance concrete (UHPC) by taking a constrained dense suspension packing (DSP) theory: Towards ensured mechanical properties, lower shrinkage and enhancing sustainability

Cuirong Zhang, Hongru Zhang, Xingwang Cheng
article en
2 citations

Abstract

Ultra-high performance concrete (UHPC) delivers outstanding strength and durability, yet suffers from excessive shrinkage, high cement consumption, and environmental impact. To address these limitations, this study proposes a sustainable and performance-guaranteed solution by incorporating recycled concrete powder (RCP) as a partial cement replacement to produce low-shrinkage and eco-efficient UHPC. A key innovation is the development of a constrained dense suspension packing (DSP) theory, which goes beyond traditional physical packing by optimizing the synergistic interaction among RCP, silica fume (SF), and sand gradation to tailor both workability and hydration behavior. This design approach enhanced flowability by 108 % and improved compressive strength by up to 87.3 % at 30 % RCP content, while maintaining performance losses within acceptable limits, no more than 22.1 % reduction in flowability and 16.6 % in strength, thereby satisfying the requirements of GB/T 31387–2015 . It was also found that across the full RCP replacement range of 10–50 %, autogenous and chemical shrinkage progressively decreased with increasing dosage, reaching maximum reductions of 58.2 % and 68.1 % at 50 % replacement, primarily due to the dilution effect and internal curing capability of RCP. Microstructural analysis confirmed that higher RCP levels suppressed hydration and increased porosity, yet delayed internal humidity loss and stabilized shrinkage development. Importantly, a life cycle assessment (LCA) verified that the proposed RCP-UHPC substantially reduces energy consumption and environmental impact. This study establishes a practical and applicable approach for integrating relatively inert recycled construction and demolition waste powders into UHPC, ensuring dimensional stability and structural performance while improving the environmental friendliness. • Recycled concrete powder (RCP) is used as a partial cement replacement in UHPC. • Dense Suspension Packing (DSP) theory is optimized with three constraints for mix design. • Constrained DSP ensures flowability and strength of RCP-UHPC at RCP dosages ≤ 30 %, meeting regulatory standards. • RCP reduces autogenous shrinkage through dilution effects and internal curing.

Construction and Building MaterialsVol. 494
Fuzhou University (CN)
Openalex Percentile: Top 13%
Innovative concrete reinforcement materials
1.91
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