Evidence map›Paper›PMID 40333444›Full record

ArticleMaterials (Basel, Switzerland)2025

Influence of Aging and Salt-Alkali Coupling on the Fatigue and Self-Healing Behavior of Graphene Oxide-Modified Asphalt.

Ruixia Li, Wei Zhu, Hailong Chen, Xiao Li, Linhao Sun, Jinchao Yue

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing 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

2 citing papers in PubMed.

  1. Article
  2. 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

6 authors.

Ruixia LiSchool of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China.
Wei ZhuSchool of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China.
Hailong ChenShanghai Urban Construction Maintenance Management Co., Ltd., Shanghai 200032, China.
Xiao LiSchool of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China.
Linhao SunZhengzhou Public Utility Investment and Development Group Co., Ltd., Zhengzhou 450001, China.
Jinchao YueSchool of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China.

Funding

the General Program of Henan Provincial Natural Science Foundation 242300420003the National Natural Science Foundation of China 51708513
6 · The paper itself

Abstract

The harsh environments in saline-alkaline areas and high-altitude regions with intense ultraviolet radiation pose great challenges to the durability of asphalt pavements. The fatigue performance of asphalt binder significantly determines the actual service life of asphalt pavements. Existing studies have predominantly focused on the impact of individual environmental factors (e.g., aging and saline-alkaline erosion) on asphalt performance, yet there remains a notable research gap in the systematic analysis of asphalt's fatigue and self-healing behavior under coupled multi-factor interactions, particularly regarding the synergistic effects of UV aging and saline-alkaline conditions. Therefore, it is of great importance to understand the influence rules of the coupling effect of aging and salt-alkaline characteristics on the properties of asphalt materials. In this study, 70# base asphalt and GO-modified asphalt were taken as the research objects. Frequency sweep tests, linear amplitude sweep (LAS) tests, and LAS-based healing tests were conducted using a dynamic shear rheometer. The fatigue and self-healing properties of the two asphalt materials under different aging conditions and aging and salt-alkali coupling effects were analyzed based on the viscoelastic continuum damage theory. The results showed that the degree of aging can increase the stress peak of asphalt materials under small strains and also increase their stress attenuation rate. Except for short-term aging and salt-alkali effects, the aging and salt-alkali coupling effects generally further reduce the stress peaks of asphalt materials. Aging can increase the fatigue life of asphalt and increase the fatigue life attenuation rate of asphalt. The aging and salt-alkali coupling effects will reduce the fatigue life of asphalt and increase the decline rate of the asphalt fatigue life. The self-healing efficiency of asphalt is affected by the degree of aging, and the aging and salt-alkali coupling effects further reduce the self-healing efficiency of asphalt materials. This paper elucidates the influence mechanisms of intense UV irradiation and saline-alkaline environments on GO-modified asphalt, providing theoretical and practical references for its future engineering applications in harsh environmental conditions.

Indexed as

agingaging and salt–alkali coupling effectsfatigue performanceGO-modified asphaltself-healing performanceviscoelastic continuum damage theory

Identifiers

PMID40333444
PMCPMC12028885

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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.