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Green Construction Materials and Construction Innovation
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Department of Construction Management, University of Houston, Houston, TX 77204, USA
IMT Nord Europe, Institut Mines-Télécom, LGCGE, ULR, 4515 Douai, France
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Green Construction Materials and Construction Innovation

Abstract submission deadline
20 October 2025
Manuscript submission deadline
20 December 2025
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Topic Information

Dear Colleagues,

The multidisciplinary Topic “Green Construction Materials and Construction Innovation” serves as a vital platform for advancing the understanding and application of sustainable practices in the construction industry. It focuses on cutting-edge research, technological advancements, and innovative approaches that promote environmental stewardship while enhancing construction efficiency and performance. The journal highlights key themes, including the development and use of eco-friendly materials such as recycled aggregates, low-carbon concrete, bio-composites, and alternative binders. It also explores innovations in materials science, such as self-healing materials, 3D-printed components, and smart construction technologies that reduce environmental footprints. In addition, the journal emphasizes the integration of advanced methodologies, such as life cycle assessment (LCA), artificial intelligence, and machine learning, to evaluate and optimize the environmental, economic, and social impacts of construction materials and processes. It features case studies, experimental research, and theoretical analyses that showcase practical applications of green construction principles in real-world projects. By fostering interdisciplinary collaboration among engineers, architects, researchers, and policymakers, the journal aims to address the challenges of urbanization, resource scarcity, and climate change. Its contributions provide valuable insights for building a sustainable future through responsible material selection, innovative construction techniques, and transformative industry practices.

Prof. Dr. Ahmed Senouci
Dr. Walid Maherzi
Topic Editors

Keywords

  • low-carbon construction
  • recycled aggregates
  • alternative binders
  • self-healing materials
  • 3D printing in construction
  • circular economy in construction
  • energy-efficient materials
  • bio-based construction materials
  • machine learning in material design
  • net-zero construction

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Buildings
buildings 		3.1 3.4 2011 15.3 Days CHF 2600 Submit
Construction Materials
constrmater 		- - 2021 20.8 Days CHF 1000 Submit
Materials
materials 		3.1 5.8 2008 13.9 Days CHF 2600 Submit
Sustainability
sustainability 		3.3 6.8 2009 19.7 Days CHF 2400 Submit

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Published Papers (3 papers)

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24 pages, 6475 KiB  
Article
Effect of Mix Design Parameters on the Properties of Dam Sediment/Slag-Based Geopolymer Mortars
by Mohamed Salah Mouaissa, Hafida Marouf, Tewfik Ali-Dahmane, Ahmed Soufiane Benosman and Walid Maherzi
Buildings 2025, 15(6), 886; https://doi.org/10.3390/buildings15060886 - 12 Mar 2025
Viewed by 525
Abstract
This study focuses on the use of dredged sediment (SD) from the dam for the synthesis of a geopolymer. The samples investigated in this work were prepared by mixing micronized and calcined sediment and ground granulated blast furnace slag (GGBFS), at different percentages [...] Read more.
This study focuses on the use of dredged sediment (SD) from the dam for the synthesis of a geopolymer. The samples investigated in this work were prepared by mixing micronized and calcined sediment and ground granulated blast furnace slag (GGBFS), at different percentages (10%, 20%, 30%, 40%, and 50%). Furthermore, the influence of the molarity of the NaOH solution, which was used as an activator, as well as the impacts of the (SD/GGBFS) and (SiO2/Al2O3) ratios, and the use of different activator solutions, were also examined. In addition, the effects of the curing temperature and porosity were explored The results revealed that among the NaOH concentrations studied (6M, 8M, 10M, 12M, and 14M), 12M was identified as the optimal concentration, and the optimum SD/GGBFS ratio was 70/30. In addition, variation of the ratio (SiO2/Al2O3) allowed the identification of specific proportions for different binders. Indeed, a ratio (SiO2/Al2O3) equal to 4.45 offered an optimum compressive strength of 24.86 MPa, which is significantly higher than the 13.7 MPa obtained for the geopolymer based on sediment with a SiO2/Al2O3 ratio of 3.12 and 12M NaOH. Moreover, the curing temperature of 40 °C, for a period of 48 h, gave a mechanical strength value that was higher than that obtained at room temperature. Similarly, the optimal formulations led to a significant reduction in total porosity, especially when the molarity of the NaOH solution was high, with a GGBFS percentage of 30% achieving an optimal porosity value of 12.5%. Likewise, the X-ray diffraction, infrared spectroscopy (FTIR), and scanning electron microscopy (SEM) analyses confirmed the formation of geopolymers with a compact structure, which paves the way for the development of innovative and sustainable eco-construction materials with a low-carbon footprint. Full article
(This article belongs to the Topic Green Construction Materials and Construction Innovation)
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31 pages, 8815 KiB  
Article
Waste Glass as Partial Cement Replacement in Sustainable Concrete: Mechanical and Fresh Properties Review
by Sushant Poudel, Utkarsha Bhetuwal, Prabin Kharel, Sudip Khatiwada, Diwakar KC, Subash Dhital, Bipin Lamichhane, Sachin Kumar Yadav and Saurabh Suman
Buildings 2025, 15(6), 857; https://doi.org/10.3390/buildings15060857 - 10 Mar 2025
Viewed by 1271
Abstract
The significant anthropogenic carbon dioxide (CO2) emissions from cement production and the disposal of the majority of post-consumer waste glass into landfill sites have increased environmental pollution. In order to reduce the environmental impact, ground glass pozzolan (GGP) as a partial [...] Read more.
The significant anthropogenic carbon dioxide (CO2) emissions from cement production and the disposal of the majority of post-consumer waste glass into landfill sites have increased environmental pollution. In order to reduce the environmental impact, ground glass pozzolan (GGP) as a partial cement replacement has drawn interest from the concrete industry. This review examines the potential of GGP as a supplementary cementitious material (SCM), exploring the chemical composition of pozzolans, the different types of glass used for GGP, and the impact of glass color on pozzolanic reactivity. In addition, this study gathers the most recent research articles on the fresh and mechanical properties of concrete incorporating GGP. Key findings show that the incorporation of GGP in concrete improves the modulus of elasticity and the compressive, tensile, flexural, and punching strengths due to the pozzolanic reactions. The results indicate that GGP, made from waste glass, has pozzolanic properties that form additional strength-enhancing calcium silicate hydrate (C-S-H) gel and densify the concrete matrix. Additionally, the life cycle assessments of GGP-incorporated concrete demonstrate reductions in energy consumption and CO2 emissions compared to conventional concrete, supporting a circular economy and sustainable construction practices. Full article
(This article belongs to the Topic Green Construction Materials and Construction Innovation)
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21 pages, 3022 KiB  
Article
Carbonated Aggregates and Basalt Fiber-Reinforced Polymers: Advancing Sustainable Concrete for Structural Use
by Rabee Shamass, Vireen Limbachiya, Oluwatoyin Ajibade, Musab Rabi, Hector Ulises Levatti Lopez and Xiangming Zhou
Buildings 2025, 15(5), 775; https://doi.org/10.3390/buildings15050775 - 26 Feb 2025
Cited by 2 | Viewed by 518
Abstract
In the transition towards a circular economy, redesigning construction materials for enhanced sustainability becomes crucial. To contribute to this goal, this paper investigates the integration of carbonated aggregates (CAs) and basalt fibre-reinforced polymers (BFRPs) in concrete infrastructures as an alternative to natural sand [...] Read more.
In the transition towards a circular economy, redesigning construction materials for enhanced sustainability becomes crucial. To contribute to this goal, this paper investigates the integration of carbonated aggregates (CAs) and basalt fibre-reinforced polymers (BFRPs) in concrete infrastructures as an alternative to natural sand (NS) and steel reinforcement. CA is manufactured using accelerated carbonation that utilizes CO2 to turn industrial byproducts into mineralised products. The structural performance of CA and BFRP-reinforced concrete simply supported slab was investigated through conducting a series of experimental tests to assess the key structural parameters, including bond strength, bearing capacity, failure behavior, and cracking bbehaviour. Carbon footprint analysis (CFA) was conducted to understand the environmental impact of incorporating BFRP and CA. The results indicate that CA exhibits a higher water absorption rate compared to NS. As the CA ratio increased, the ultrasonic pulse velocity (UPV), compressive, tensile, and flexural strength decreased, and the absorption capacity of concrete increased. Furthermore, incorporating 25% CA in concrete has no significant effect on the bond strength of BFRP. However, the load capacity decreased with an increasing CA replacement ratio. Finally, integrating BFRP and 50% of CA into concrete slabs reduced the slab’s CFA by 9.7% when compared with steel-reinforced concrete (RC) slabs. Full article
(This article belongs to the Topic Green Construction Materials and Construction Innovation)
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