Evidence map›Paper›PMID 38384542›Full record

ArticleHeliyon2024

Hybrid nonlinear regression model versus MARS, MEP, and ANN to evaluate the effect of the size and content of waste tire rubber on the compressive strength of concrete.

Dilshad Kakasor Ismael Jaf, Aso Abdalla, Ahmed Salih Mohammed, Payam Ismael Abdulrahman, Rawaz Kurda, Azad A Mohammed

Abstract read
In one paragraph

Article in Heliyon, 2024. 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. Article
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  5. Article
  6. Review
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.

Dilshad Kakasor Ismael JafCivil Engineering Department, College of Engineering, Salahaddin University-Erbil, Kurdistan, Iraq.
Aso AbdallaCivil Engineering Department, College of Engineering, University of Sulaimani, Kurdistan, Iraq.
Ahmed Salih MohammedCivil Engineering Department, College of Engineering, University of Sulaimani, Kurdistan, Iraq.
Payam Ismael AbdulrahmanScientific Research Centre, Soran University, Soran, Kurdistan Region, Iraq.
Rawaz KurdaDepartment of Highway and Bridge Engineering, Technical Engineering College, Erbil Polytechnic University, Erbil, 44001, Iraq.
Azad A MohammedCivil Engineering Department, College of Engineering, University of Sulaimani, Kurdistan, Iraq.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Tire rubber waste is globally accumulated every year. Therefore, a solution to this problem should be found since, if landfilled, it is not biodegradable and causes environmental issues. One of the most effective ways is recycling those wastes or using them as a replacement for normal aggregate in the concrete mixture, which has high impact resistance and toughness; thus, it will be a good choice. In this study, 135 data were collected from previous literature to develop a model for the prediction of rubberized concrete compressive strength; the database comprised different mixture proportions, the maximum size of the rubber (1-40 mm), and the rubber percentage (0-100%) replacing natural fine and coarse aggregates were among the input parameters in addition to cement content (380-500 kg/m

Indexed as

Compressive strengthFine and coarse aggregate replacementModelingRubberized concrete

Identifiers

PMID38384542
PMCPMC10878958

What OpenQuestion holds

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LicenceCC BY-NC-ND
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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.