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Sustainable Pavement Engineering: Design, Materials, and Performance

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: closed (19 January 2026) | Viewed by 1833

Special Issue Editors


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Guest Editor
School of Highway, Chang’an University, Xi’an 710064, China
Interests: pavement design; pavement materials; digitalisation of infrastructures; smart pavement; performance testing; freeze–thaw

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Guest Editor
School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
Interests: pavement design; pavement materials; pavement modelling; crumb rubber modified bitumen; warm mix asphalt; molecular dynamics simulation; finite element method

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Guest Editor
Institute of Highway Engineering, RWTH Aachen University, 52074 Aachen, Germany
Interests: pavement design; pavement materials; pavement modelling; crumb rubber-modified bitumen; warm mix asphalt; molecular dynamics simulation; finite element method
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Special Issue Information

Dear Colleagues,

Sustainable pavement engineering has emerged as a critical field in the pursuit of resilient and environmentally responsible infrastructure. Traditional pavement practices, while effective at meeting performance needs, often fall short in addressing environmental and resource challenges. With increasing urbanisation, climate change concerns, and finite natural resources, there is a growing need for innovative approaches that integrate sustainability principles into pavement design, materials selection, and performance evaluation.

This Special Issue, titled “Sustainable Pavement Engineering: Design, Materials, and Performance”, will address these challenges by providing a platform for advancing scientific knowledge and practical solutions in this vital area. This Special Issue will build upon foundational works while addressing emerging trends and gaps in sustainable pavement research. It will also bridge the divide between theoretical advances and real-world applications, contributing to a deeper understanding of how sustainability principles can be effectively implemented in modern pavement practices.

In this Special Issue, original research articles and reviews are welcome. Research areas may include (but not limited to) the following:   

  • Development and characterisation of sustainable pavement materials (e.g., reclaimed asphalt, bio-based binders, and recycled aggregates);
  • Life cycle analysis (LCA) and life cycle cost analysis (LCCA) in pavement systems;
  • Climate-resilient pavement design and maintenance strategies;
  • Innovations in construction techniques to reduce energy consumption and emissions;
  • Smart technologies and data-driven approaches for optimising pavement performance and sustainability;
  • Policy implications and frameworks for fostering sustainable practices in pavement engineering. 

We look forward to receiving your contributions.  

Prof. Dr. Wei Si
Prof. Dr. Bo Li
Prof. Dr. Pengfei Liu
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 250 words) can be sent to the Editorial Office for assessment.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Sustainability is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • pavement engineering
  • bitumen
  • asphalt mixture
  • bio-binder
  • sustainability
  • recycling
  • solid waste
  • pavement materials
  • ageing
  • rejuvenation

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Published Papers (2 papers)

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Research

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29 pages, 2904 KB  
Article
Design Framework for Porous Mixture Containing 100% Sustainable Binder
by Genhe Zhang, Bo Ning, Feng Cao, Taotao Li, Siyuan Guo, Teng Gao, Biao Ma and Rui Wu
Sustainability 2026, 18(2), 1020; https://doi.org/10.3390/su18021020 - 19 Jan 2026
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Abstract
This study developed a design framework for porous mixtures using a 100% sustainable non-bituminous epoxy–polyurethane binder system. Conventional design protocols for porous asphalt mixtures exhibit limitations in accurately controlling void content and mixture composition. This study proposed a novel design framework for porous [...] Read more.
This study developed a design framework for porous mixtures using a 100% sustainable non-bituminous epoxy–polyurethane binder system. Conventional design protocols for porous asphalt mixtures exhibit limitations in accurately controlling void content and mixture composition. This study proposed a novel design framework for porous mixtures containing 100% sustainable binder based on statistical analysis and theoretical calculations. The relationships among target air voids, binder content, and aggregate gradation were systematically analyzed, and calculation formulas for coarse aggregate, fine aggregate, and mineral filler contents were derived. A mix design framework was further established by applying the void-filling theory, where the combined volume of binder, fine aggregate, and filler equals the void volume of the coarse aggregate skeleton, thereby ensuring precise control of the target void ratio. Additionally, mixing procedures were investigated with emphasis on feeding sequence, compaction method, and mixing temperature. Results indicated that the optimized feeding sequence significantly improved binder distribution; specimens compacted using the Marshall double-sided compaction method achieved a density of 89.60%. Rheological analysis revealed that at 30 °C, the viscosities of sustainable binder and polyurethane filler were 1280 mPa·s and 6825 mPa·s, respectively, suggesting optimal mixture uniformity. The proposed methodology and process parameters provide essential technical guidance for engineering applications of porous mixtures containing 100% sustainable binder. Full article
(This article belongs to the Special Issue Sustainable Pavement Engineering: Design, Materials, and Performance)
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Review

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34 pages, 4471 KB  
Review
State of the Art on Prevention and Control Measures of Thermal Cracks in Mass Concrete
by Genhe Zhang, Feng Cao, Taotao Li, Chao Sun, Wei Guo, Yunfei Ma, Fangjie Ren, Yixuan Wang, Wei Si and Biao Ma
Sustainability 2025, 17(24), 11301; https://doi.org/10.3390/su172411301 - 17 Dec 2025
Viewed by 1068
Abstract
Mass concrete is prone to temperature cracks at an early age due to concentrated hydration heat, significant temperature gradients, and complex constraints, which affect structural durability and service safety. This paper reviews the relevant measures for preventing and controlling such temperature cracks, analyzing [...] Read more.
Mass concrete is prone to temperature cracks at an early age due to concentrated hydration heat, significant temperature gradients, and complex constraints, which affect structural durability and service safety. This paper reviews the relevant measures for preventing and controlling such temperature cracks, analyzing that the cracks are caused by the coupling effects of hydration heat, temperature gradients and stress distribution, material properties, environmental factors, and structural dimensions. It elaborates on two types of prevention and control measures: material optimization (low-heat cement, mineral admixtures, chemical admixtures, phase change materials, etc.) and construction process improvement (reasonable placement, cooling systems, external thermal insulation). Among these, phase change materials (PCMs) have become a research focus due to their active temperature regulation function of “peak shaving and valley filling”. This paper also introduces temperature, stress, and crack width monitoring technologies, as well as monitoring-based feedback control and intelligent systems. It summarizes the progress of numerical simulations in temperature field, stress field, and cracking prediction, with particular emphasis on their role in improving the understanding and prevention of early-age thermal cracking. The review further identifies shortcomings in multi-factor coupling mechanisms and integrated material–construction design, and proposes future research directions—such as low-heat-of-hydration binders, PCM optimization, and intelligent monitoring integration—to support more effective crack-control practices in mass concrete. Full article
(This article belongs to the Special Issue Sustainable Pavement Engineering: Design, Materials, and Performance)
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