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Marginal Materials: Characterization and Application in Transport Infrastructure Construction

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

Deadline for manuscript submissions: closed (20 September 2022) | Viewed by 5103

Special Issue Editor


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Guest Editor
University of Padova, Padova, Italy
Interests: road materials; airport design and construction; road design; traffic safety

Special Issue Information

Dear Colleagues,

The reduced availability of natural resources and the necessity for more cogent protection of the environment are directing the research and applications in the transport infrastructure construction sector to alternative materials, such as artificial or recycled aggregates. These are usually by-products, secondary, and waste materials, which were, in the past, mainly destined for landfill, sometimes after thermal and/or mechanical treatment. Recent research revealed that, on the contrary, “marginal materials” possess previously unknown potentialities and can be considered equivalent to natural aggregates. Their use in unbound, hydraulically-bound, and bituminous mixtures have been investigated in the last decades, initially in the laboratory and later in the field and step by step new applications have been planned, even if the construction sector has proved not always to be ready to accept innovative solutions.

This was due, first of all, to environmental issues related to the possible impacts of “marginal materials” on the aquifer, soil, and ecosystem; their improper utilization has sometimes caused pollution and damage and, subsequently, strong penal and administrative implications, which determined a breakdown of works where they were used. Moreover, road or transport infrastructure agencies and contractors were not always able to manage materials differing from the conventional ones, and, despite economic advantages deriving from their use, were hindered by the need for sometimes specific procedures and technologies required for correct utilization. In this context, the Special Issue will investigate the state of the art of present applications of marginal materials in the transport infrastructure construction sector, to assess the present level of research on the topic, as well as potentialities, advantages, problems, and criticalities related to the use of artificial and recycled aggregates.

The topics of interest include, but are not limited to the following:

  • Mechanical, physical, and chemical characterization of marginal materials;
  • Laboratory testing of by-products and secondary materials in unbound and bound mixes;
  • Use of leaching and eco-toxicological tests in the characterization of marginal materials to be used in transport infrastructure;
  • Legal implications related to the use of marginal materials in the construction sector;
  • Field testing and comparison of performance between natural and alternative materials;
  • Road applications, results, and pros and cons;
  • Railway applications and related issues;
  • Airport applications, constraints, and critical issues.

Prof. Marco Pasetto
Guest Editor

Manuscript Submission Information

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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

  • marginal material
  • by-product
  • secondary material
  • transport infrastructure

Published Papers (2 papers)

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Research

19 pages, 5240 KiB  
Article
Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
by Marco Pasetto, Andrea Baliello, Emiliano Pasquini and Lily Poulikakos
Materials 2022, 15(14), 4739; https://doi.org/10.3390/ma15144739 - 6 Jul 2022
Cited by 8 | Viewed by 1460
Abstract
The circular use of resources (i.e., reuse and recycling of materials) aiming for zero waste is also gaining increasing attention in pavement engineering. In this regard, the possible use of waste plastics in asphalt materials is of strategic importance since a considerable amount [...] Read more.
The circular use of resources (i.e., reuse and recycling of materials) aiming for zero waste is also gaining increasing attention in pavement engineering. In this regard, the possible use of waste plastics in asphalt materials is of strategic importance since a considerable amount of plastic waste from construction and demolition waste and municipal solid waste is generated every year. Given this background, this experimental study aimed to investigate the feasibility of recycling waste polyethylene (PE) into asphalt mixtures. For this purpose, the dry addition of plastic shreds was evaluated to overcome the drawbacks observed in a previous interlaboratory research on PE-modified bituminous binder (i.e., instability/inhomogeneity of blend as well as the need for PE grinding). A comparative laboratory study was carried out on dense graded asphalt mixtures containing different amounts of waste plastics (i.e., 0%, 0.25%, and 1.5% by weight of the mixture). The selected asphalt mixes were investigated in terms of workability, linear visco-elastic characteristics, stiffness, strength, resistance to permanent deformation, and moisture sensitivity. Overall, the experimental findings show that the mixes prepared with the dry addition of plastic wastes were able to guarantee almost the same workability and moisture resistance as the reference material while leading to enhanced performance in terms of stiffness and permanent deformation resistance, with better responses for the higher investigated PE dosage. Full article
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22 pages, 7692 KiB  
Article
Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers
by Francesca Russo, Rosa Veropalumbo, Salvatore Antonio Biancardo, Cristina Oreto, Fabio Scherillo and Nunzio Viscione
Materials 2021, 14(12), 3200; https://doi.org/10.3390/ma14123200 - 10 Jun 2021
Cited by 17 | Viewed by 2665
Abstract
Secondary raw materials consist of production waste or material resulting from recycling processes, currently in large quantities, which can be injected back into the economic system as new raw materials. This study proposes jet grouting waste (JGW) as filler for hot and cold [...] Read more.
Secondary raw materials consist of production waste or material resulting from recycling processes, currently in large quantities, which can be injected back into the economic system as new raw materials. This study proposes jet grouting waste (JGW) as filler for hot and cold asphalt mixtures applied as base layers of road pavements and investigates the physical and mechanical properties. JGW is derived from soil consolidation performed during underground roadway tunnel construction. The research compares three asphalt mixtures: (a) hot mixture containing limestone aggregate-filler (HMA), (b) HMA containing JGW (HMAJ), (c) cold recycled asphalt mixture containing JGW (CRAJ). Leaching tests of JGW and reclaimed asphalt pavement (RAP) were conducted; the best configurations of the three mixtures were determined by using the volumetric method through gyratory compaction. Three mastics with filler-to-binder ratios reflecting those of the asphalt mixtures were investigated through delta ring and ball test and frequency sweep test at 0.05% stress by using a dynamic shear rheometer. The morphology of each mixture was further investigated by scanning electron microscopy. The results showed that CRAJ with 28 days of curing time reached the indirect tensile strength (ITS) of HMA (0.73 MPa) within 14 days and, among all studied mixtures, returned the lowest cumulative strain, which was on average 30% lower than that of HMA and HMAJ. The results of this study have shown that the cold alternative mixture, CRAJ, promotes the reuse of two types of waste, RAP and JGW, as it fully meets the reference Italian Technical Standard and ensures good mixture performance in addition to conserving natural resources. Full article
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