A consistency check of concrete compressive strength using pearson’s correlation coefficient

The efficiency of the concrete ready mix service provider is undoubtedly and has become a widespread trend among contractors in which facilitates and eliminated a large budget surplus in maintenance, operating costs and is preferred as it reflects more efficient asset utilization. However, the quali...

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Main Authors: Habib M. Mohamad, Nurul Shahadahtul Afizah Asman, Abdul Karim bin Mirasa, Ismail Saad, Nurmin Bolong, Steven C. C. K., Siti Nooraiin M. R.
Format: Article
Language:English
English
Published: Salehan Institute of Higher Education 2021
Subjects:
Online Access:https://eprints.ums.edu.my/id/eprint/30090/3/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient-Abstract.pdf
https://eprints.ums.edu.my/id/eprint/30090/2/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient.pdf
https://eprints.ums.edu.my/id/eprint/30090/
https://www.civilejournal.org/index.php/cej/article/view/2254
http://dx.doi.org/10.28991/cej-2021-03091672
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spelling my.ums.eprints.300902021-07-27T14:37:09Z https://eprints.ums.edu.my/id/eprint/30090/ A consistency check of concrete compressive strength using pearson’s correlation coefficient Habib M. Mohamad Nurul Shahadahtul Afizah Asman Abdul Karim bin Mirasa Ismail Saad Nurmin Bolong Steven C. C. K. Siti Nooraiin M. R. HD Industries. Land use. Labor TA Engineering (General). Civil engineering (General) The efficiency of the concrete ready mix service provider is undoubtedly and has become a widespread trend among contractors in which facilitates and eliminated a large budget surplus in maintenance, operating costs and is preferred as it reflects more efficient asset utilization. However, the quality assurance of concrete supplied is always raised associated with the inconsistencies of concrete compressive strength at the age of 28 days. The objective(s) of this study are to determine the correlations between the compressive strength of ready mix concrete, to evaluate the consistencies of the results and to identify the irregular sources that lead to the inconsistencies. Based on the compressive strength values obtained from the existing experimental data using different concrete mixes from the batching plant, a statistical analysis was conducted. A total of 90 concrete cubes specimens were attained from 15 concrete batches. A correlation analysis was conducted using the Pearson Correlation calculation to check the consistency of concrete compressive strength. The calculation showed the Pearson correlation coefficient of this study is +0.990. This indicated that there are significant linear relationship exists between the concrete compressive strength and the density of concrete batches which is positively high. In conclusion, the analysis reveals that the design of ready mix concrete compressive strength is in high consistencies and acceptable in practices for the proposed mix design to the contractor. Salehan Institute of Higher Education 2021-03-01 Article PeerReviewed text en https://eprints.ums.edu.my/id/eprint/30090/3/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient-Abstract.pdf text en https://eprints.ums.edu.my/id/eprint/30090/2/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient.pdf Habib M. Mohamad and Nurul Shahadahtul Afizah Asman and Abdul Karim bin Mirasa and Ismail Saad and Nurmin Bolong and Steven C. C. K. and Siti Nooraiin M. R. (2021) A consistency check of concrete compressive strength using pearson’s correlation coefficient. Civil Engineering Journal, 7 (3). pp. 541-548. ISSN 2676-6957 (P-ISSN) , 2476-3055 (E-ISSN) https://www.civilejournal.org/index.php/cej/article/view/2254 http://dx.doi.org/10.28991/cej-2021-03091672
institution Universiti Malaysia Sabah
building UMS Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sabah
content_source UMS Institutional Repository
url_provider http://eprints.ums.edu.my/
language English
English
topic HD Industries. Land use. Labor
TA Engineering (General). Civil engineering (General)
spellingShingle HD Industries. Land use. Labor
TA Engineering (General). Civil engineering (General)
Habib M. Mohamad
Nurul Shahadahtul Afizah Asman
Abdul Karim bin Mirasa
Ismail Saad
Nurmin Bolong
Steven C. C. K.
Siti Nooraiin M. R.
A consistency check of concrete compressive strength using pearson’s correlation coefficient
description The efficiency of the concrete ready mix service provider is undoubtedly and has become a widespread trend among contractors in which facilitates and eliminated a large budget surplus in maintenance, operating costs and is preferred as it reflects more efficient asset utilization. However, the quality assurance of concrete supplied is always raised associated with the inconsistencies of concrete compressive strength at the age of 28 days. The objective(s) of this study are to determine the correlations between the compressive strength of ready mix concrete, to evaluate the consistencies of the results and to identify the irregular sources that lead to the inconsistencies. Based on the compressive strength values obtained from the existing experimental data using different concrete mixes from the batching plant, a statistical analysis was conducted. A total of 90 concrete cubes specimens were attained from 15 concrete batches. A correlation analysis was conducted using the Pearson Correlation calculation to check the consistency of concrete compressive strength. The calculation showed the Pearson correlation coefficient of this study is +0.990. This indicated that there are significant linear relationship exists between the concrete compressive strength and the density of concrete batches which is positively high. In conclusion, the analysis reveals that the design of ready mix concrete compressive strength is in high consistencies and acceptable in practices for the proposed mix design to the contractor.
format Article
author Habib M. Mohamad
Nurul Shahadahtul Afizah Asman
Abdul Karim bin Mirasa
Ismail Saad
Nurmin Bolong
Steven C. C. K.
Siti Nooraiin M. R.
author_facet Habib M. Mohamad
Nurul Shahadahtul Afizah Asman
Abdul Karim bin Mirasa
Ismail Saad
Nurmin Bolong
Steven C. C. K.
Siti Nooraiin M. R.
author_sort Habib M. Mohamad
title A consistency check of concrete compressive strength using pearson’s correlation coefficient
title_short A consistency check of concrete compressive strength using pearson’s correlation coefficient
title_full A consistency check of concrete compressive strength using pearson’s correlation coefficient
title_fullStr A consistency check of concrete compressive strength using pearson’s correlation coefficient
title_full_unstemmed A consistency check of concrete compressive strength using pearson’s correlation coefficient
title_sort consistency check of concrete compressive strength using pearson’s correlation coefficient
publisher Salehan Institute of Higher Education
publishDate 2021
url https://eprints.ums.edu.my/id/eprint/30090/3/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient-Abstract.pdf
https://eprints.ums.edu.my/id/eprint/30090/2/A%20consistency%20check%20of%20concrete%20compressive%20strength%20using%20pearson%E2%80%99s%20correlation%20coefficient.pdf
https://eprints.ums.edu.my/id/eprint/30090/
https://www.civilejournal.org/index.php/cej/article/view/2254
http://dx.doi.org/10.28991/cej-2021-03091672
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