Evidence map›Paper›PMID 41753487›Full record

ArticleMaterials (Basel, Switzerland)2026

Reliability-Based Recycling of Reclaimed Asphalt Pavement Using a t-Distribution Guarantee Rate Method and a Ternary Composite Rejuvenation System.

Yuanyuan Li, Bowen Hu, Kefeng Bi, Chonghui Wang, Hongbin Zhu, Gangping Jiang

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. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
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

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

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

1 citing paper in PubMed.

  1. Review
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.

Yuanyuan LiSchool of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China.ORCID 0000-0003-2825-4662
Bowen HuSchool of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China.
Kefeng BiSchool of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China.
Chonghui WangSchool of Engineering and Innovation, Aston University, Birmingham B4 7ET, UK.ORCID 0000-0002-8753-7518
Hongbin ZhuCollege of Transportation Engineering, Dalian Maritime University, Dalian 116026, China.ORCID 0000-0002-0555-0824
Gangping JiangCollege of Transportation, Changsha University of Science & Technology, Changsha 410114, China.

Funding

This work was supported by the Transportation Technology Project of Department of Transport of Hubei Province No. 2022-11-1-10 & No. 2023-107-1-14
6 · The paper itself

Abstract

Large-scale use of reclaimed asphalt pavement (RAP) is limited by strong gradation variability, uneven recovery of aged asphalt (AA), and an incomplete understanding of the rejuvenation mechanism. This study combines source evaluation, composite rejuvenation, and multi-scale analysis to improve AA recovery. A gradation variability model was developed using the t-distribution, and a reliability-based method was proposed for reclaimed material selection and mix design. Rejuvenator 1 (R1) was identified as the best option, and a ternary composite rejuvenation system was formed using R1, SBS-modified asphalt, and base asphalt (BA). AA performance was assessed using physical and rheological tests, supported by Fourier-transform infrared spectroscopy, fluorescence microscopy, and gel permeation chromatography. The t-distribution guarantee rate method quantified RAP gradation fluctuations effectively. At a 90% guarantee rate, the deviation in key sieve pass rates was below 3%, indicating stable sources. In the composite system, 10% R1 restored AA high temperature performance, while adding 30% SBS modified asphalt and BA improved low-temperature crack resistance. The micro analyses showed no new functional groups after rejuvenation. Recovery was mainly driven by physical blending, dilution, and optimisation of the molecular-weight distribution.

Indexed as

composite regeneration systemmicroscopic mechanismpavement performancerecycled asphalt pavement

Identifiers

PMID41753487
PMCPMC12942190

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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.