Evidence map›Paper›PMID 32751244›Full record

ArticlePolymers2020

Establishment of Complex Modulus Master Curves Based on Generalized Sigmoidal Model for Freeze-Thaw Resistance Evaluation of Basalt Fiber-Modified Asphalt Mixtures.

Guojin Tan, Wensheng Wang, Yongchun Cheng, Yong Wang, Zhiqing Zhu

Abstract read
In one paragraph

Article in Polymers, 2020. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing 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

3 citing papers in PubMed.

  1. Article
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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.

Guojin TanCollege of Transportation, Jilin University, Changchun 130025, China.ORCID 0000-0002-3994-7934
Wensheng WangCollege of Transportation, Jilin University, Changchun 130025, China.ORCID 0000-0003-0442-7477
Yongchun ChengCollege of Transportation, Jilin University, Changchun 130025, China.
Yong WangJilin Province Highway Administration Bureau, Changchun 130021, China.
Zhiqing ZhuCollege of Transportation, Jilin University, Changchun 130025, China.

Funding

China Scholarship Council 201906170186Graduate Innovation Fund of Jilin University 101832018C003Jilin Province Development and Reform Commission Project 2019C041-5Jilin Transportation Science and Technology Popularized Project 2020-1-3Jilin Transportation Science and Technology Popularized Project 2020-3-2Jilin Transportation Science and Technology Popularized Project 2020-3-3National Natural Science Foundation of China 51678271National Natural Science Foundation of China 51978309Science and Technology Project of Education Department of Jilin Province JJKH20190150KJScientific and Technological project of Science and Technology Department of Jilin Province 20190303052SF
6 · The paper itself

Abstract

This study aims to study the freeze-thaw (F-T) resistance of asphalt mixture incorporating styrene-butadiene-styrene (SBS) polymer and basalt fiber by using the established complex master curves of the generalized Sigmoidal model. Asphalt mixture samples incorporating styrene-butadiene-styrene (SBS) polymer and basalt fiber were manufactured following the Superpave gyratory compaction (SGC) method and coring as well as sawing. After 0-21 F-T cycles processing, a complex modulus test asphalt mixture specimen was performed to evaluate the influence of the F-T cycle. Besides, according to the time-temperature superposition principle, the master curves of a complex modulus were constructed to reflect the dynamic mechanical response in an extended range of reduced frequency at an arbitrary temperature. The results indicated that the elastic and viscous portions of asphalt mixture incorporating SBS and basalt fiber have decreased overall. It could be observed from the dynamic modulus ratio that the dynamic modulus ratios of specimens were more affected by the F-T cycle at low frequency or high temperature. Thus, in the process of asphalt pavement design and maintenance, attention should be paid to seasonal frozen asphalt pavement under low frequency and high temperature.

Indexed as

asphalt mixturebasalt fibercomplex modulusfreeze–thaw cyclegeneralized Sigmoidal model

Identifiers

PMID32751244
PMCPMC7464322

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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.