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Material design and structural optimization of sustainable high-performance pervious concrete for engineering application

  • Xunli Jiang
  • , Jian Xin Lu*
  • , Xudong Zhao
  • , Weichen Tian
  • , Tiejun Liu
  • , Zhen Leng
  • , Chi Sun Poon
  • *Corresponding author for this work
  • Hong Kong Polytechnic University
  • Harbin Institute of Technology Shenzhen

Research output: Contribution to journalArticlepeer-review

Abstract

The recycling of waste glass has garnered attention in construction materials, yet its application remains limited due to the risk of alkali-silica reaction. This study presents a sustainable approach to the development of high-performance glass pervious concrete (HPGPC) for engineering applications, combining material innovation with structural optimization. In terms of material design, an ultra-high-strength mortar incorporating waste glass powder was developed to enhance aggregate bonding in HPGPC. Structurally, a robust ternary composite cover with steel reinforcement was introduced to integrate HPGPC, significantly improving the load-bearing capacity. Then, a life cycle assessment (LCA) was conducted to identify the optimal cover structure, followed by implementation in a pilot-scale demonstration. The results indicated that an HPGPC with a compressive strength exceeding 50 MPa and satisfactory permeability was developed when the content of waste glass aggregates reached 20 %. X-ray CT analysis revealed that controlling the amount of ultra-high-strength mortar effectively regulated the pore structure, increasing the number of interconnected pores, enlarging the throat EqDiameter and coordination number, and significantly reducing the quantity and size of isolated pores. Seepage simulation results confirmed that the permeability coefficient was closely correlated with these parameters, influenced by connected porosity, throat size, coordination number, and tortuosity. Additionally, the ternary composite structure with steel reinforcement significantly enhanced the mechanical performance of the HPGPC covers, meeting the Class F requirements according to the FACTA standard. The S-LCA and E-LCA analysis indicated that the HPGPC covers offered superior performance in terms of social sustainability, economic cost, energy consumption and GHG emissions. The excellent engineering performance was verified by on-site monitoring.

Original languageEnglish
Article number143591
JournalConstruction and Building Materials
Volume495
DOIs
StatePublished - 17 Oct 2025
Externally publishedYes

UN SDGs

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

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy
  2. SDG 12 - Responsible Consumption and Production
    SDG 12 Responsible Consumption and Production

Keywords

  • Drainage cover
  • High-strength pervious concrete
  • Life cycle assessment
  • Pilot-scale demonstration
  • Pore structure

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