Evidence map›Paper›PMID 40710667›Full record

ArticleGels (Basel, Switzerland)2025

Study on Road Performance and Ice-Breaking Effect of Rubber Polyurethane Gel Mixture.

Yuanzhao Chen, Zhenxia Li, Tengteng Guo, Chenze Fang, Jingyu Yang, Peng Guo, Chaohui Wang, Bing Bai, Weiguang Zhang, Deqing Tang and 1 more

Abstract read
In one paragraph

Article in Gels (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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

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

11 authors.

Yuanzhao ChenSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.ORCID 0000-0002-6024-5793
Zhenxia LiSchool 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.
Chenze FangSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Jingyu YangSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Peng GuoNational and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials, Chongqing Jiaotong University, Chongqing 400074, China.
Chaohui WangSchool of Highway, Chang'an University, Xi'an 710064, China.
Bing BaiSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Weiguang ZhangSchool of Transportation, Southeast University, Nanjing 210096, China.
Deqing TangSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Jiajie FengSchool of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.

Funding

Henan Province's planned science and technology projects for 2025: Research on Key Technologies of Graphene Oxide/Polyurethane Synergistically Modiffed Asphalt 252102240031Science and technology innovation team of universities and colleges in Henan province 24IRTSTHN011Special plan for service industry development of key scientific research projects in colleges and universities in Henan Provinc 25CY022The Central Plains Science and Technology Innovation Leader Project 244200510031
6 · The paper itself

Abstract

Aiming at the problems of serious pavement temperature diseases, low efficiency and high loss of ice-breaking methods, high occupancy rate of waste tires and the low utilization rate and insufficient durability of rubber particles, this paper aims to improve the service level of roads and ensure the safety of winter pavements. A pavement material with high efficiency, low carbon and environmental friendliness for active snow melting and ice breaking is developed. Firstly, NaOH, NaClO and KH550 were used to optimize the treatment of rubber particles. The hydrophilic properties, surface morphology and phase composition of rubber particles before and after optimization were studied, and the optimal treatment method of rubber particles was determined. Then, the optimized rubber particles were used to replace the natural aggregate in the polyurethane gel mixture by the volume substitution method, and the optimum polyurethane gel dosages and molding and curing processes were determined. Finally, the influence law of the road performance of RPGM was compared and analyzed by means of an indoor test, and the ice-breaking effect of RPGM was explored. The results showed that the contact angles of rubber particles treated with three solutions were reduced by 22.5%, 30.2% and 36.7%, respectively. The surface energy was improved, the element types on the surface of rubber particles were reduced and the surface impurities were effectively removed. Among them, the improvement effect of the KH550 solution was the most significant. With the increase in rubber particle content from 0% to 15%, the dynamic stability of the mixture gradually increases, with a maximum increase of 23.5%. The maximum bending strain increases with the increase in its content. The residual stability increases first and then decreases with the increase in rubber particle content, and the increase ranges are 1.4%, 3.3% and 0.5%, respectively. The anti-scattering performance increases with the increase in rubber content, and an excessive amount will lead to an increase in the scattering loss rate, but it can still be maintained below 5%. The fatigue life of polyurethane gel mixtures with 0%, 5%, 10% and 15% rubber particles is 2.9 times, 3.8 times, 4.3 times and 4.0 times higher than that of the AC-13 asphalt mixture, respectively, showing excellent anti-fatigue performance. The friction coefficient of the mixture increases with an increase in the rubber particle content, which can be increased by 22.3% compared with the ordinary asphalt mixture. RPGM shows better de-icing performance than traditional asphalt mixtures, and with an increase in rubber particle content, the ice-breaking ability is effectively improved. When the thickness of the ice layer exceeds 9 mm, the ice-breaking ability of the mixture is significantly weakened. Mainly through the synergistic effect of stress coupling, thermal effect and interface failure, the bonding performance of the ice-pavement interface is weakened under the action of driving load cycle, and the ice layer is loosened, broken and peeled off, achieving efficient de-icing.

Indexed as

ice-breaking effectice breaking mechanismpavement materialspolyurethane gelsroad performancerubber particles

Identifiers

PMID40710667
PMCPMC12294624

What OpenQuestion holds

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LicenceCC BY
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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.