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Pavement Construction: Material Characterization and Durability Analysis, 2nd Edition

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: closed (20 March 2026) | Viewed by 799

Special Issue Editors


E-Mail Website
Guest Editor
School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China
Interests: design, construction and operation and maintenance of smart roads; theory and methods of long-life pavement structure design; high-performance pavement materials; perception, interpretation, diagnosis, evaluation and prediction of road performance
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
Interests: pavement materials and mechanics; intelligent material and structure design; big-data solutions for pavement resilience improvements
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
Interests: concrete pavement design and performance evaluation; preservation and rehabilitation of rigid pavement; forensic investigations of concrete pavement deterioration mechanisms
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Hong Kong Center for Construction Center, Hong Kong University of Science and Technology, Hong Kong SAR, China
Interests: construction materials; pavement design; road maintainance
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Pavements have been a hot topic of research for a long time. To make sure that pavements are safe and durable, ever-more scholars are focusing on advanced materials and their properties' performance. Accordingly, advanced characterization technologies are often used to analyze materials including asphalt, recycled materials, concretes, etc.

Furthermore, novel durable pavement construction techniques have been developed, such as structure design, prediction model, and finite element modeling techniques.

To further promote the development of pavement construction, this Special Issue, entitled "Pavement Construction: Material Characterization and Durability Analysis, 2nd Edition", invites papers on the following topics:

  1. Advanced pavement materials;
  2. Characterization techniques;
  3. Pavement design;
  4. Pavement construction;
  5. Safety and durability;
  6. Strength and fatigue life.

Prof. Dr. Songtao Lv
Dr. Lingyun You
Dr. Wujun Zhou
Dr. Wenyao 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. 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

  • advanced materials of pavements
  • characterization techniques
  • pavement design
  • pavement construction
  • safety and durability
  • strength and fatigue life

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Published Papers (1 paper)

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Research

16 pages, 2358 KB  
Article
Thermal-Oxidative Aging Behavior of Waste Engine Oil Bottom-Rejuvenated Asphalt Binder
by Rukai Li, Dawei Shi, Hongmei Zhu and Chuanqiang Li
Appl. Sci. 2026, 16(3), 1234; https://doi.org/10.3390/app16031234 - 25 Jan 2026
Viewed by 297
Abstract
Incorporating waste engine oil bottoms (WEOBs) as rejuvenators into reclaimed asphalt pavement offers a sustainable solution to reduce the consumption of non-renewable resources. To explore the effect of WEOBs on aged asphalt, WEOB-rejuvenated asphalt (WEOB-asphalt) with different thermal-oxidative aging times was prepared. Subsequently, [...] Read more.
Incorporating waste engine oil bottoms (WEOBs) as rejuvenators into reclaimed asphalt pavement offers a sustainable solution to reduce the consumption of non-renewable resources. To explore the effect of WEOBs on aged asphalt, WEOB-rejuvenated asphalt (WEOB-asphalt) with different thermal-oxidative aging times was prepared. Subsequently, viscosity, double-edge-notched tension (DENT), temperature sweep, linear amplitude sweep (LAS), and Fourier transform infrared spectroscopy (FTIR) tests were conducted to investigate the performance of WEOB-asphalt. The results indicate that WEOB-asphalt shows acceptable thermal-oxidative aging ability within 180 min. The WEOB-asphalt experiences a small decrease in critical crack tip opening displacement within a 180 min aging time. Additionally, the temperature sensitivity of WEOB-asphalt is low, and the rutting factors at temperatures of 46 °C and 52 °C can significantly distinguish the thermal-oxidative aging performance of asphalt at different aging degrees. The fatigue life of WEOB-asphalt decreases compared to the original asphalt after 540 min of aging when the strain exceeds 0.04%. Furthermore, WEOB-asphalt displays increased carbonyl and sulfoxide groups, indicating poorer thermal-oxidative aging resistance than the original asphalt. Based on these results, it is suggested that WEOB-asphalt should be used in areas with mild climate conditions to avoid its rapid secondary aging. Full article
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