Evidence map›Paper›PMID 37959649›Full record

ArticleMaterials (Basel, Switzerland)2023

Grouting Mechanism of Polyurethane Composite Materials in Asphalt Pavement Subsidence.

Maoping Ran, Xinxing Zhou, Yuan Yan, Ruiqie Jiang, Xinglin Zhou

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 6 papers.

0numbers the graph read from it
0cells of the map it votes in
6citing 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

6 citing papers in PubMed.

  1. Review
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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

5 authors.

Maoping RanSchool of Automotive and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Xinxing ZhouInstitute of Resources and Environmental Engineering, Shanxi University, Taiyuan 030006, China.ORCID 0000-0002-8915-3614
Yuan YanSchool of Urban Construction, Wuhan University of Science and Technology, Wuhan 430070, China.
Ruiqie JiangSchool of Machinery and Automation, Wuhan University of Science and Technology, Wuhan 430081, China.
Xinglin ZhouSchool of Machinery and Automation, Wuhan University of Science and Technology, Wuhan 430081, China.

Funding

National Major Research Instruments of China 51827812National Natural Science Foundation of China 52008235National Natural Science Foundation of China 52172392Patent Transformation Project of Shanxi Province 202306009Special Foundation of Achievements Transformation Guide of Department of Science and Tech-nology of Shanxi Province 201804D131034Special Foundation of Achievements Transformation Guide of Department of Science and Tech-nology of Shanxi Province 202204021301075
6 · The paper itself

Abstract

The mechanical properties of polyurethane grouting materials were significantly improved when cement, sodium meta-silicate, red mud, slag, and fly ash were added. However, the grouting mechanisms of polyurethane composite materials are not clear. The grouting mechanisms of polyurethane composite materials in asphalt pavement subsidence were investigated. The results of computed tomography analysis show that polyurethane foam is filled with geopolymer hydration products. The results from ground penetrating radar after grouting show that mapping has no significant fluctuation or dislocation effect, which indicates that the grouting effect is strong. The high-density electrometer can also test the pavement subsidence place and distribution. The grouting mechanisms indicate that polyurethane foam acts as the consolidation structure, and the geopolymer filled with the foam pores of polyurethane and geopolymer forms a stable consolidated body. The seriflux includes under-layer seriflux (red mud, slag, water, and polyurethane composite materials) and upper-layer seriflux (polyurethane seriflux), and there exists a weak phase separation phenomenon, in which the separation phase is mainly polyurethane with little red mud-based geopolymer.

Indexed as

asphalt pavementgrouting mechanismperformance evaluationpolyurethane composite materialsubsidence

Identifiers

PMID37959649
PMCPMC10648593

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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.