Evidence map›Paper›PMID 41828116›Full record

ArticleMaterials (Basel, Switzerland)2026

An Experimental Study on the Influence of Waste Tyre Metal Fibre on Asphalt Mixture's Performance Properties.

Arsalaan Khan Yousafzai, Muslich Hartadi Sutanto, Nasir Khan, Jacob Adedayo Adedeji, Mongezi Mkhize, Nura Shehu Aliyu Yaro

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Arsalaan Khan YousafzaiDepartment of Civil Engineering, Faculty of Civil, Agricultural & Mining Engineering, University of Engineering & Technology Peshawar, Peshawar 25120, Pakistan.ORCID 0000-0001-8768-4975
Muslich Hartadi SutantoDepartment of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Seri Iskandar 32610, Malaysia.
Nasir KhanDepartment of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Seri Iskandar 32610, Malaysia.
Jacob Adedayo AdedejiSustainable Environment and Transportation Research Group (SET-RG), Department of Civil Engineering, Midlands, Durban University of Technology, Private Bag X01, Scottsville, Pietermaritzburg 3021, South Africa.ORCID 0000-0002-3222-7846
Mongezi MkhizeSustainable Environment and Transportation Research Group (SET-RG), Department of Civil Engineering, Midlands, Durban University of Technology, Private Bag X01, Scottsville, Pietermaritzburg 3021, South Africa.
Nura Shehu Aliyu YaroSustainable Environment and Transportation Research Group (SET-RG), Department of Civil Engineering, Midlands, Durban University of Technology, Private Bag X01, Scottsville, Pietermaritzburg 3021, South Africa.ORCID 0000-0002-7780-9620

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

The disposal of waste tyres presents a significant environmental challenge, necessitating sustainable, high-value recycling solutions. This study explores the incorporation of waste tyre metal fibre (WTMF) into hot mix asphalt (HMA) to enhance mechanical performance while reducing landfill burden. WTMF-modified mixes containing 0%, 0.375%, 0.75%, 1.125%, and 1.50% fibre were evaluated through Marshall and volumetric testing, indirect tensile strength (ITS) and tensile strength ratio (TSR) for moisture damage, stiffness modulus at varying temperatures, and fatigue life under cyclic loading. Microscopic analysis revealed WTMF's irregular, rough surface with microcracks and pits, aiding crack-bridging and stress transfer. Marshall testing showed that the optimum binder content of WTMF-modified mixtures was approximately 5% higher than that of the control (conventional HMA without WTMF); however, stability decreased while flow increased, resulting in a reduced Marshall quotient due to fibre conglomeration affecting porosity and bulk specific gravity. ITS results indicated that the control mixture exhibited the highest cracking resistance, whereas WTMF-modified mixtures demonstrated improved moisture resistance (TSR > 80%). The maximum improvement was observed at 0.75% WTMF-induced HMA, with an 11% increase in TSR, while a slight reduction of 2.4% occurred at 1.50% WTMF-induced HMA. Stiffness testing showed that the mixture containing 0.375% WTMF achieved the highest modulus, exhibiting up to a 70% increase at 5 °C and more than a twofold increase at elevated temperatures compared to the control mixture. With increasing temperature, stiffness decreased by approximately 84% for the control mixture and 80% for the 0.375% WTMF-modified mixture. Fatigue analysis showed that the control mixture achieved a fatigue life of 115,529 loading cycles at low stress, followed by substantial reductions in fatigue life with increasing stress levels, whereas moderate WTMF contents improved strain performance; however, excessive fibre content increased permanent deformation under high stress. Stress- and strain-based empirical power-law relationships were established for predicting the fatigue life of each investigated mixture. Results demonstrate that WTMF's controlled dosage within the optimum range of 0.375 to 0.75% has the potential to improve HMA's performance indicators, offering a sustainable recycling pathway for waste tyres.

Indexed as

asphalt mixturesfatigue lifemechanical strengthmoisture susceptibilitystiffness modulustensile strengthwaste tyre metal fibre (WTMF)

Identifiers

PMID41828116
PMCPMC12985881

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.