materials-logo

Journal Browser

Journal Browser

Advances in Asphalt Materials (3rd Edition)

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Construction and Building Materials".

Deadline for manuscript submissions: 20 January 2026 | Viewed by 1483

Special Issue Editors


E-Mail Website
Guest Editor
Faculty Civil and Architectural Engineering, Kielce University of Technology, Kielce, Poland
Interests: bitumen; foamed bitumen; cold recycling; rheology; asphalt materials
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Faculty of Civil Engineering, Warsaw University of Technology, Warsaw, Poland
Interests: road materials and technology; sustainable pavements; asphalt modification; quiet pavement; road construction; construction materials; life cycle assessment; pavement engineering; durability; RAP reclaimed asphalt pavement

Special Issue Information

Dear Colleagues,

The need to maximise the durability and safety of road pavements is widely recognized. This can be achieved via improving asphalt properties and developing new types of asphalt for pavement construction. Furthermore, special attention should be paid to the environmental sustainability of asphalt pavement. Asphalt can be modified via the incorporation of a range of materials, such as polymers, rubber wax, F-T synthetic wax, and natural asphalt, or by the addition of various chemical additives, especially low-viscosity ones. The effectiveness of these measures is being assessed with increasingly advanced rheological tests of the binder, which are capable of predicting its behaviour over the pavement’s service life. Furthermore, it is critical that we continue to develop and constantly improve new types of bituminous mixtures produced with binders modified with low-viscosity additives or zeolite-foamed asphalt at lower mixing and paving temperatures (e.g., half-warm mix asphalt). From a sustainability perspective, half-warm mix asphalt technologies that rely on water-foamed asphalt and enable mixture production at a temperature of approximately 100 °C are particularly relevant. In addition to a long service life, modern asphalt pavements are required to have an adequate roughness level to ensure traffic safety—asphalt materials such as porous asphalt or special types of SMA mixtures meet this criterion. Moreover, the progressive enhancement of asphalt’s material properties should be accompanied by advances in diagnostic methods that verify the effectiveness of the material solutions applied. We look forward to your contributions on the above topics.

Prof. Dr. Marek Iwański
Prof. Dr. Karol J. Kowalski
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. Materials 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 2600 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

  • modified bitumen
  • rheology
  • asphalt materials
  • pavement diagnostics

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • Reprint: MDPI Books provides the opportunity to republish successful Special Issues in book format, both online and in print.

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

Related Special Issues

Published Papers (3 papers)

Order results
Result details
Select all
Export citation of selected articles as:

Research

18 pages, 2216 KB  
Article
Effect of the Addition of Zeolites on the Resistance to Permanent Deformations of Mastic Asphalt Bridge Pavement
by Lesław Bichajło, Władysław Gardziejczyk, Paweł Gierasimiuk, Krzysztof Kołodziej, Kamil Kowalski, Szymon Malinowski, Tomasz Siwowski and Marta Wasilewska
Materials 2025, 18(18), 4325; https://doi.org/10.3390/ma18184325 - 16 Sep 2025
Viewed by 231
Abstract
The mastic asphalt mixture (MA) is one of the first mineral and asphalt mixtures used in history. Its composition and structure allow it (the mixture) to be produced both in industrial conditions (in mineral and asphalt mixing plants) and in field conditions—in mobile [...] Read more.
The mastic asphalt mixture (MA) is one of the first mineral and asphalt mixtures used in history. Its composition and structure allow it (the mixture) to be produced both in industrial conditions (in mineral and asphalt mixing plants) and in field conditions—in mobile boilers (especially when the produced mixture is used to repair damaged surface). The high proportion of the sand fraction makes the mixture highly workable, allowing it to be laid/incorporated without special equipment. MA, however, also has some drawbacks. The asphalt content is higher than in other mixtures, which can make it prone to plastic deformation. Mastic asphalt requires higher processing temperatures than other “hot” mixtures. Mastic asphalt mixtures are installed as road pavement layers and, because of their high density, as the protective layer on roof felt isolation on bridge decks. The high temperature of embedding creates a risk of damaging the roof felt, as its typical temperature resistance is lower than 180 °C, whereas the temperature of the mastic asphalt mixture is higher. The use of zeolites can enable reconciliation of technological requirements of mastic asphalt and asphalt roof isolation. The mixes MA 8 and MA 11 containing 0 and 5% of two types of zeolites and asphalt binders 35/50 or elastomer-SBS-modified asphalt binder PMB 25/55-60 were used in the research. Laboratory tests revealed that the addition of a 5% amount of zeolite by asphalt mass makes it possible to reduce the mastic asphalt laying temperature by up to 30 °C, which seems to be very important from ecological, economical, and pavement durability points of view. Full article
(This article belongs to the Special Issue Advances in Asphalt Materials (3rd Edition))
Show Figures

Figure 1

21 pages, 3110 KB  
Article
Influence Reclaimed Asphalt Shingles on the Physicochemical and Rheological Properties of Road Bitumen
by Krzysztof Kołodziej, Szymon Malinowski and Wojciech Franus
Materials 2025, 18(18), 4291; https://doi.org/10.3390/ma18184291 - 12 Sep 2025
Viewed by 288
Abstract
The article presents the results of a study on 50/70 paving-grade bitumen modified with the bitumen recovered from two types of asphalt shingles: post-consumer asphalt shingles (TOAS) and manufacturing waste asphalt shingles (MWAS) at three dosage levels (15%, 30%, and 45% w/ [...] Read more.
The article presents the results of a study on 50/70 paving-grade bitumen modified with the bitumen recovered from two types of asphalt shingles: post-consumer asphalt shingles (TOAS) and manufacturing waste asphalt shingles (MWAS) at three dosage levels (15%, 30%, and 45% w/w). The evaluation included the basic properties of bitumen—its penetration and softening point—as well as rheological properties, such as its viscosity, fatigue life determined by the LAS method, and rutting resistance assessed using the MSCR test and FTIR analysis. In both cases, the results showed that an increase in the stiffness of the base bitumen was observed. An improvement in rutting resistance was also recorded, as evidenced by the reduction of Jnr3.2, along with an increase in fatigue life. A stronger stiffening effect was found in the case of the TOAS-derived bitumen, which is related to aging processes occurring during its service life. This suggests that the maximum allowable content of the additive should depend on the source of the reclaimed asphalt shingles, with MWAS being applicable in larger amounts without excessive deterioration of bitumen performance. The key contribution of this study is the demonstration that the MWAS and TOAS additives cannot be treated equally, as each affects the base bitumen differently. Full article
(This article belongs to the Special Issue Advances in Asphalt Materials (3rd Edition))
Show Figures

Figure 1

38 pages, 6285 KB  
Article
Synergy Effect of Synthetic Wax and Tall Oil Amidopolyamines for Slowing Down the Aging Process of Bitumen
by Mateusz M. Iwański, Szymon Malinowski, Krzysztof Maciejewski and Grzegorz Mazurek
Materials 2025, 18(17), 4135; https://doi.org/10.3390/ma18174135 - 3 Sep 2025
Viewed by 748
Abstract
Bitumen ages during production and in asphalt pavements, leading to structural issues and reduced durability of asphalt pavements. The alteration of bitumen’s viscoelastic properties, predominantly attributable to oxidation phenomena, is a hallmark of these processes. This study analyzed the use of a new [...] Read more.
Bitumen ages during production and in asphalt pavements, leading to structural issues and reduced durability of asphalt pavements. The alteration of bitumen’s viscoelastic properties, predominantly attributable to oxidation phenomena, is a hallmark of these processes. This study analyzed the use of a new generation of synthetic wax (SWLC), which was selected for its low carbon footprint, ability to reduce binder viscosity, and ability to enable the production of WMA. Tall oil amidopolyamines (TOAs), a renewable raw material-based adhesive and aging inhibitor, was also used in this study. It compensates for the unfavorable effect of stiffening the binder with synthetic wax. SWLC at concentrations of 1.0%, 1.5%, 2.0%, and 2.5% by mass in bitumen, in conjunction with TOAs at concentrations of 0.0%, 0.2%, 0.4%, and 0.6% by bitumen weight were tested at various concentrations. Short-term and long-term aging effects on penetration, softening point, and viscosity multiple creep and stress recovery tests (MSCR), oscillatory tests for the combined complex modulus |G*| and phase shift angle sin(δ) (DSR), and low-temperature characteristics Sm and mvalue (BBR) were analyzed. The chemical composition of the binders was then subjected to Fourier Infrared Spectroscopy (FTIR) analysis, which enabled the determination of carbonyl, sulfoxide, and aromaticity indexes. These results indicated that the additives used inhibit the oxidation and aromatization reactions of the bitumen components. The optimal SWLC and TOA content determined was 1.5% and 0.4% w/w, respectively. These additives reduce aging and positively affect rheological parameters. Full article
(This article belongs to the Special Issue Advances in Asphalt Materials (3rd Edition))
Show Figures

Figure 1

Back to TopTop