Retraction notice to “Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers” [J. Build. Eng. 32 (2020) 101522]

This article has been retracted: please see Elsevier Policy on Article Withdrawal ( https://www.elsevier.com/about/policies/article-withdrawal ). This paper was retracted at the request of the editor-in-chief. The editors no longer have confidence in the data presented in the paper. Following a whistle-blower complaint, an investigation indicated extensive reuse of images in the following papers; all are being retracted. A: https://doi.org/10.1016/j.jobe.2021.102826 . B: https://doi.org/10.1016/j.jobe.2020.101250 . C: https://doi.org/10.1016/j.jobe.2018.07.013 . D: https://doi.org/10.1016/j.jobe.2019.101003 . E: https://doi.org/10.1016/j.jobe.2020.101522 . In each instance, the same image is reported representing a different material mix design or treatment. Specifically: SEM images shown in Figures 12, 15, 9, 8 and 7 of papers labelled A, B, C, D and E, respectively, are identical despite the papers reporting different materials and treatments. SEM images shown in Figures 17 and 10 in papers B and C, respectively, are identical despite different treatments being reported. XRD results shown in Figures 11 and 13 in papers A and C, respectively, are identical despite different materials being reported. The corresponding author denied the duplication.

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Publication Details

Journal
Journal of Building Engineering
Published
2024-11-29
DOI
https://doi.org/10.1016/j.jobe.2024.111436
Primary Topic
Innovative concrete reinforcement materials
Type
article
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0.00
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article

Retraction notice to “Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers” [J. Build. Eng. 32 (2020) 101522]

Hussam Alghamdi, Hossein Mohammadhosseini, Rayed Alyousef, Mahmood Md. Tahir et al.
Journal of Building Engineering
Innovative concrete reinforcement materials
article

Retraction notice to “Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers” [J. Build. Eng. 32 (2020) 101522]

Hussam Alghamdi, Hossein Mohammadhosseini, Rayed Alyousef, Mahmood Md. Tahir, Yousef Alharbi, Abdulaziz Alsaif, Fahed Alrshoudi
article en

Abstract

This article has been retracted: please see Elsevier Policy on Article Withdrawal ( https://www.elsevier.com/about/policies/article-withdrawal ). This paper was retracted at the request of the editor-in-chief. The editors no longer have confidence in the data presented in the paper. Following a whistle-blower complaint, an investigation indicated extensive reuse of images in the following papers; all are being retracted. A: https://doi.org/10.1016/j.jobe.2021.102826 . B: https://doi.org/10.1016/j.jobe.2020.101250 . C: https://doi.org/10.1016/j.jobe.2018.07.013 . D: https://doi.org/10.1016/j.jobe.2019.101003 . E: https://doi.org/10.1016/j.jobe.2020.101522 . In each instance, the same image is reported representing a different material mix design or treatment. Specifically: SEM images shown in Figures 12, 15, 9, 8 and 7 of papers labelled A, B, C, D and E, respectively, are identical despite the papers reporting different materials and treatments. SEM images shown in Figures 17 and 10 in papers B and C, respectively, are identical despite different treatments being reported. XRD results shown in Figures 11 and 13 in papers A and C, respectively, are identical despite different materials being reported. The corresponding author denied the duplication.

Journal of Building EngineeringVol. 100
Prince Sattam Bin Abdulaziz University (SA), King Saud University (SA), University of Technology Malaysia (MY)
Openalex Percentile: Top 75%
Innovative concrete reinforcement materials
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Retraction notice to “Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers” [J. Build. Eng. 32 (2020) 101522] — Hussam Alghamdi, Hossein Mohammadhosseini, et al. · Journal of Building Engineering (2024) | TGRS Research Map | TGRS