Evidence map›Paper›PMID 41744989›Full record

ArticleGels (Basel, Switzerland)2026

Investigation of Toughening Mechanism of Virgin Asphalt by Blending with Waste Battery Powder.

Chenze Fang, Xu Guo, Yuanzhao Chen, Hui Li, Naisheng Guo, Zhenxia Li, Zongyuan Wu, Jingyu Yang, Tengteng Guo

Abstract read
PubMed Full text at PMC Publisher
In one paragraph

Article in Gels (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. Article
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

9 authors.

Chenze FangSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Xu GuoSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Yuanzhao ChenSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.ORCID 0000-0002-6024-5793
Hui LiDepartment of Transportation, Southeast University, Nanjing 210096, China.ORCID 0000-0002-7835-674X
Naisheng GuoDepartment of Transportation Engineering, Dalian Maritime University, Dalian 116026, China.
Zhenxia LiSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Zongyuan WuSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.ORCID 0009-0008-8790-8711
Jingyu YangSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Tengteng GuoSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.

Funding

he Central Plains Science and Technology Innovation Leader Project 244200510031Henan Provincial Natural Science Foundation 252300423427Key Scientific and Technological Projects in Henan Province 252102240031Key Scientific Research Projects of Universities in Henan Province 26B580002; 26A580003science and technology innovation team of universities and colleges in Henan province 24IRTSTHN011Special Plan for Key Scientific Research Projects of Higher Education Institutions in Henan Province to Serve Industry Development 25CY022
6 · The paper itself

Abstract

Waste battery powder (WBP) can effectively enhance the service performance of virgin asphalt with sol-gel structures; however, its toughening mechanism for sol-gel virgin asphalt still lacks rigorous mechanical characterization. Therefore, the objective of this study is to investigate the toughening of WBP-modified asphalt based on the mechanical parameter of cracking area. First, a 12% content of WBP was incorporated into the sol-gel 70# virgin asphalt to prepare WBP-modified asphalt and its fatigue performance was evaluated through linear amplitude, non-damage, and damage time sweep tests. Then, energy-mechanics balance equations were used to establish a cracking area model. Furthermore, the asphalt cracking area was employed to quantify its induced damage and determine the representative rate for the cracking damage process (

Indexed as

activation energyasphalt tougheningcracking areadamage variablesroad engineeringwaste battery powder

Identifiers

PMID41744989
PMCPMC12940314

What OpenQuestion holds

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Registered trials

None linked

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.