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3.1
Journals
Construction Materials
Special Issues
Innovative Materials and Technologies for Road Pavements
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Innovative Materials and Technologies for Road Pavements

A special issue of Construction Materials (ISSN 2673-7108).

Deadline for manuscript submissions: 20 August 2025 | Viewed by 2235

Special Issue Editors

Dr. Giovanni Giacomello

E-Mail Website
Guest Editor
Department of Civil, Environmental and Architectural Engineering, University of Padova, Padova, Italy
Interests: rheological–physical–mechanical characterization of bitumen, bituminous mixtures (hot mix asphalt, cold mix asphalt, warm mix asphalt, etc.) and cement-bound mixtures for road and airport infrastructure; aggregates and materials, even unconventional ones, for road, railway and airport infrastructure; road pavements for concrete bridge decks; the design, construction and maintenance of railway infrastructure; road safety; Life Cycle Assessment applied to the design, construction and maintenance of transport infrastructures; Building Information Modeling applied to transport infrastructures (I-BIM)
Special Issues, Collections and Topics in MDPI journals
Dr. Andrea Baliello

E-Mail Website
Guest Editor
Department of Civil, Environmental and Architectural Engineering, University of Padova, Padova, Italy
Interests: road materials; pavement engineering; road egineering; road infrastructures; railways; airports
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

New materials and technologies for road pavements are acquiring scientific interest because of the recent advancements in the automotive and infrastructure sectors. Indeed, sustainable and resilient pavements are also crucial, considering the current economic and environmental challenges regarding the field of road engineering.

From this perspective, innovative materials, construction methods, practices and technologies can improve road sustainability and performance, the effectiveness of recycling and rehabilitation, and the in-service durability for economic savings while also adopting new smart infrastructure, intelligent road systems and vehicles.

The Special Issue aims to collect and share scientific knowledge about innovative materials and technologies for designing, constructing, and maintaining road pavements.

You may choose our Joint Special Issue in Materials.

Dr. Giovanni Giacomello
Dr. Andrea Baliello
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. Construction Materials is an international peer-reviewed open access quarterly 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 1200 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

  • road pavements
  • road materials
  • innovative materials
  • innovative technologies
  • pavement materials
  • smart roads
  • sustainability
  • recycling
  • pavement engineering

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Further information on MDPI's Special Issue policies can be found here.

Published Papers (2 papers)

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Research

19 pages, 2805 KiB  
Article
Marshall-Based Thermal Performance Analysis of Conventional and Polymer-Modified Asphalt Binders
by Mustafa Mohammed Jaleel, Mustafa Albdairi and Ali Almusawi
Constr. Mater. 2025, 5(2), 40; https://doi.org/10.3390/constrmater5020040 - 12 Jun 2025
Viewed by 460
Abstract
Iraq’s extreme summer temperatures pose critical challenges to pavement durability, as conventional asphalt mixtures often fail under prolonged thermal stress. This paper provides a comparative evaluation of the high-temperature performance of unmodified (40/50 penetration grade) and polymer-modified (PG 76-10) asphalt mixtures for the [...] Read more.
Iraq’s extreme summer temperatures pose critical challenges to pavement durability, as conventional asphalt mixtures often fail under prolonged thermal stress. This paper provides a comparative evaluation of the high-temperature performance of unmodified (40/50 penetration grade) and polymer-modified (PG 76-10) asphalt mixtures for the asphalt course layer. Marshall stability, flow, and stiffness were measured at elevated temperatures of 60 °C, 65 °C, 70 °C, and 75 °C after short-term (30 min) and extended (24 h) conditioning. Results show that while both mixtures experienced performance degradation as the temperature increased, the polymer-modified mixture consistently exhibited superior thermal resistance, retaining approximately 9% higher stability and 28% higher stiffness, and displaying 18% lower flow deformation at 75 °C compared to the unmodified mixture. Stability degradation rate (SDR), stiffness degradation rate (SiDR), and flow increase rate (FIR) analyses further confirmed the enhanced resilience of PG 76-10, showing nearly 39% lower FIR under thermal stress. Importantly, PG 76-10 maintained performance within specification thresholds under all tested conditions, unlike the conventional 40/50 mixture. These findings emphasize the necessity of adapting mix design standards to regional climatic realities and support the broader adoption of polymer-modified asphalt binders to enhance pavement service life in hot-climate regions like Iraq. Full article
(This article belongs to the Special Issue Innovative Materials and Technologies for Road Pavements)
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22 pages, 3145 KiB  
Article
Improvement in Performance Characteristics of Bitumen and Bituminous Mixtures by Means of Polyvinyl Acetate
by Yalçın Oğuz Hetemoğlu, Mustafa Kürşat Çubuk and Metin Gürü
Constr. Mater. 2025, 5(1), 9; https://doi.org/10.3390/constrmater5010009 - 13 Feb 2025
Viewed by 1015
Abstract
This paper examines the improvement in the performance characteristics and the rheological properties of modified bitumen through the addition of the thermoplastic polymer polyvinyl acetate (PVA). PVA is a synthetic polymer derived from the polymerization of the vinyl acetate. The effect of PVA [...] Read more.
This paper examines the improvement in the performance characteristics and the rheological properties of modified bitumen through the addition of the thermoplastic polymer polyvinyl acetate (PVA). PVA is a synthetic polymer derived from the polymerization of the vinyl acetate. The effect of PVA on bitumen and bituminous mixtures was investigated through the conventional (penetration, softening point, force-ductility, elastic recovery, Marshall and Nicholson stripping tests) and Superpave (rotational viscosity (RV), rolling thin film oven (RTFOT), pressure aging vessel (PAV), dynamic shear rheometer (DSR) and beam bending rheometer (BBR)) tests. PVA was added to bitumen at rates of 2%, 4%, 6% and 8% by mass. Based on the bitumen test results, a PVA rate of 6% was selected for the mixture tests. The modification process was carried out at relatively low temperature (150 °C) and mixing time (20 min) based on various trials, considering the short-term aging of the bitumen. With PVA modification, the penetration value of the bitumen decreased while the softening point increased. As a result, the calculated penetration index (PI) increased and the thermal sensitivity of the bitumen decreased. Significant improvements were detected in elastic recovery and force-ductility tests. Additionally, PVA improved the resistance of asphalt to settling and cracking. Similar results were observed in the DSR and BBR tests. Furthermore, the stripping resistance increased and the stability value improved significantly in the mixture tests. Full article
(This article belongs to the Special Issue Innovative Materials and Technologies for Road Pavements)
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