Evidence map›Paper›PMID 42031902›Full record

ArticleScientific reports2026

Physicochemical synergy and rheological performance of asphalt mastics modified with industrial waste precipitated calcium carbonate.

Alireza Azarhoosh

Abstract read
In one paragraph

Article in Scientific reports, 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

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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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

1 author.

Alireza AzarhooshDepartment of Civil Engineering, Faculty of Engineering, University of Bojnord, Bojnord, Iran. azarhoosh@ub.ac.ir.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study investigates the performance of asphalt mastics incorporating precipitated calcium carbonate (PCC), an industrial waste by-product, as a sustainable alternative to conventional mineral fillers. The research evaluates the impact of PCC on rheological behavior, adhesion properties, and distress resistance across a broad temperature range. A factorial experimental design was employed, and the results were validated using Two-way Analysis of Variance (ANOVA). Filler-to-bitumen (F/B) weight ratios from 0.6 to 1.2 were analyzed using multiple stress creep and recovery (MSCR), linear amplitude sweep (LAS), and bending beam rheometer (BBR) tests. Surface free energy (SFE) results confirmed that the high basicity of PCC ([Formula: see text]= 556.11 mJ/m²) significantly enhances the work of adhesion and stripping resistance. Findings indicate that replacing base filler with PCC improves rutting resistance by 17.8% and fatigue life by 20.7%, with an F/B weight ratio of 1.2 identified as the practical upper limit. Statistical analysis revealed that while PCC dosage is the dominant factor, both filler type and concentration significantly influence the stress relaxation rate (m-value). Although higher PCC dosages lead to increased creep stiffness and reduced m-values—potentially impacting low-temperature cracking resistance—the non-significant interaction between filler type and dosage (P = 0.18) indicates a consistent and predictable rheological trend across different PCC sources. These results demonstrate that PCC significantly enhances high and intermediate temperature performance through strong physicochemical bonding, while its dosage must be optimized to balance stiffness and thermal relaxation. Utilizing PCC not only optimizes pavement performance but also promotes environmental sustainability by effectively upcycling industrial waste.

Indexed as

Asphalt masticFatigue lifeLow temperature crackingPrecipitated calcium carbonateRutting potential

Identifiers

PMID42031902
PMCPMC13273178

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Registered trials

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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.