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Sustainable Asphalt Pavement Technologies
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Sustainable Asphalt Pavement Technologies

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Transportation and Future Mobility".

Deadline for manuscript submissions: 31 July 2025 | Viewed by 1684

Special Issue Editors

Dr. Huailei Cheng

E-Mail Website
Guest Editor
The Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China
Interests: sustainable pavement; recycling; FEM simulation; life cycle assessment
Dr. Mingchen Li

E-Mail Website
Guest Editor
School of Infrastructure Engineering, Dalian University of Technology, Dalian 16024, China
Interests: in situ tests or nondestructive tests for asphalt mixtures; ecological road engineering technologies; green intelligent road materials
Special Issues, Collections and Topics in MDPI journals
Dr. Yining Zhang

E-Mail Website
Guest Editor
Faculty of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Interests: sustainable asphalt pavement technologies; life cycle assessment
Dr. Mingjun Hu

E-Mail Website
Guest Editor
School of Transportation and Logistics, Dalian University of Technology, Dalian 116024, China
Interests: asphalt ageing; recycled asphalt materials; sustainable asphalt materials; eco-friendly asphalt materials
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Rapid advancements in sustainable asphalt pavement technologies have greatly improved the performance, durability, and environmental impacts of road infrastructure. With growing concerns over climate change, resource depletion, and environmental degradation, road construction is shifting toward more sustainable practices. Traditional asphalt production, which is energy-intensive and carbon-emitting, is being replaced by innovative technologies and materials aimed at reducing energy consumption and enhancing recyclability. These advancements are crucial for lowering the carbon footprint of road infrastructure and in addressing the need for responsible waste material management.

The rapid evolution of sustainable asphalt pavement technologies has significantly enhanced the performance, durability, and environmental impact of road infrastructure. This Special Issue, ‘Sustainable Asphalt Pavement Technologies’, focuses on the latest developments in the design, production, and application of sustainable asphalt pavement materials. This Special Issue aims to promote the transition toward more environmentally friendly, low-carbon, and resource-efficient solutions in road construction. It will feature cutting-edge research on reducing energy consumption in asphalt production, improving material performance, extending service life, and minimizing environmental impacts. This Special Issue will publish full research papers and reviews. Topics covered in this Special Issue include, but are not limited to, the following:

  • The development and application of high-performance recycled mixtures;
  • Advancements in warm-mix asphalt and cold recycling technologies;
  • Bio-based asphalt binder alternatives;
  • Advanced testing technologies for sustainable pavement materials; innovations in pavement maintenance and repair technologies;
  • Life cycle assessment and environmental impact analysis of recycled asphalt materials.

Dr. Huailei Cheng
Dr. Mingchen Li
Dr. Yining Zhang
Dr. Mingjun Hu
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 100 words) can be sent to the Editorial Office for announcement on this website.

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. Applied Sciences 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

  • sustainable asphalt pavement technologies
  • warm-mix asphalt
  • recycled mixtures
  • advanced testing technologies
  • bio-based asphalt binder

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Published Papers (3 papers)

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Research

20 pages, 5614 KiB  
Article
Experimental Investigation into Permeable Asphalt Pavement Based on Small-Scale Accelerated Testing
by Bing Yang, Hui Li, Yingtao Li, Murong Cheng, Yang Sun and Yuzhao Han
Appl. Sci. 2025, 15(8), 4359; https://doi.org/10.3390/app15084359 - 15 Apr 2025
Viewed by 278
Abstract
The durability of permeable pavement needs to be further studied by accelerated pavement testing (APT). Full-scale APT facilities are commonly associated with a very high initial investment and operational costs. A piece of small-scale accelerated testing equipment, the model mobile load simulator (MMLS), [...] Read more.
The durability of permeable pavement needs to be further studied by accelerated pavement testing (APT). Full-scale APT facilities are commonly associated with a very high initial investment and operational costs. A piece of small-scale accelerated testing equipment, the model mobile load simulator (MMLS), was used to investigate and evaluate the mechanical properties of three types of permeable asphalt pavements, including a 4 cm porous asphalt layer with cement-treated permeable base (4PA-CTPB), 7 cm porous asphalt layer with cement-treated permeable base (7PA-CTPB), and 7 cm porous asphalt layer with cement-treated base (7PA-CTB). Under different conditions of subgrade soil, transverse and longitudinal strains at the bottom of the porous asphalt layer and average rut depth and temperature data were collected. The results indicated that 4PA-CTPB produced the maximum average rut depth but minimum resilient tensile strain. The transverse resilient tensile strain of 7PA-CTPB was significantly higher than the other two structures under both wet and dry conditions. The transverse resilient tensile strain significantly increased with increasing loading cycles with a decreasing rate, which could be affected by both load and temperature. MMLS could be used to explore and evaluate the mechanical properties of permeable asphalt pavement. From the data under dry and wet conditions, it may be better to increase the strength of the subgrade, where a suitable hydraulic conductivity coefficient should be considered. Full article
(This article belongs to the Special Issue Sustainable Asphalt Pavement Technologies)
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18 pages, 3548 KiB  
Article
Effect of Waste Palm Oil Reclaiming Agent on Viscoelastic and Mechanical Properties of Hot-in-Place Recycled Mixture
by Xuekai Gao, Fansheng Kong, Huailei Cheng, Yancong Zhang, Chenyang Xue and Zhiqiang Cheng
Appl. Sci. 2025, 15(8), 4156; https://doi.org/10.3390/app15084156 - 10 Apr 2025
Viewed by 190
Abstract
A new type of reclaiming agent was prepared by adding a plasticizer and an anti-aging agent to waste palm oil. A dynamic shear rheological test, bending beam rheological test, dynamic modulus test, static creep test, and road performance test were used to compare [...] Read more.
A new type of reclaiming agent was prepared by adding a plasticizer and an anti-aging agent to waste palm oil. A dynamic shear rheological test, bending beam rheological test, dynamic modulus test, static creep test, and road performance test were used to compare and analyze the viscoelastic characteristics of vegetable oil (WPO) and a traditional petrochemical reclaiming agent (PCO). The results showed that the WPO has better low-temperature crack resistance compared with the PCO, and the optimal dosage is about 12% of the mass fraction of aged asphalt. The addition of a regenerator reduces the dynamic modulus of the reclaimed asphalt mixture (RAP) under study and increases the phase angle. The improved CAM model showed good fit with the dynamic modulus and phase angle of recycled asphalt mixtures with the development of frequency. When the loading frequency was higher than 10 Hz, the dynamic modulus of the waste palm oil recycled asphalt mixture was lower, and the phase angle was higher. Conversely, when the loading frequency was lower than 0.01 Hz, the waste palm oil regenerant showed better temperature sensitivity. The waste palm oil recycled asphalt mixture demonstrated a higher steady creep rate and strain magnitude, lower stress relaxation time, and higher dissipation energy ratio under low-temperature conditions, thus improving the low-temperature crack resistance. Furthermore, the road performance test results of the asphalt mixtures indicated that the waste palm oil reclaimed asphalt mixture has excellent high-temperature rutting resistance, low-temperature cracking resistance, and water damage resistance, which confirms the reliability of the above analysis results. Therefore, the waste palm oil regenerant has great potential application prospects with wide source availability, low price, and outstanding mechanical properties. Full article
(This article belongs to the Special Issue Sustainable Asphalt Pavement Technologies)
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19 pages, 9170 KiB  
Article
Experiment and Analytical Model for Pore Structure of Early-Age Composite Cement Pastes by LF-NMR
by Jincheng Wu, Guo Yang, Bin Hong and Xiaolin Liu
Appl. Sci. 2025, 15(3), 1650; https://doi.org/10.3390/app15031650 - 6 Feb 2025
Viewed by 726
Abstract
This study investigated mineral admixtures that are often utilized as replacements for cement in high-performance concrete with a view to enhancing their durability and workability. The properties of concrete are closely related to the structure of its pores. This research employed low-field nuclear [...] Read more.
This study investigated mineral admixtures that are often utilized as replacements for cement in high-performance concrete with a view to enhancing their durability and workability. The properties of concrete are closely related to the structure of its pores. This research employed low-field nuclear magnetic resonance technology to explore the influence of water-to-cement ratio, curing time, and mineral admixture content on the pore structure of early-age cement pastes. The findings indicated that the pore size distribution curves of all composite cement pastes display a distinct bimodal nature. The size of gel pores increases with a higher water-to-cement ratio, but decreases as the curing period extends. Fly ash, slag, and silica fume improve the pore structure at 14 days, 7 days, and 3 days, respectively. The addition of admixtures has little effect on the most probable pore diameter, but raises the proportion of gel pores with increasing content. In order to better fit the experimental data, a bimodal model integrating Shimomura and Maekawa’s model with the Weibull distribution function was introduced to describe the pore structure of cement pastes with or without fly ash, slag, and silica fume. Full article
(This article belongs to the Special Issue Sustainable Asphalt Pavement Technologies)
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