Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age

Ode. T.; Eluozo S. N.

doi:doi:10.11648/j.mma.20170201.12

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Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age

Ode. T., Eluozo S. N.

Published in Mathematical Modelling and Applications (Volume 2, Issue 1)

Received: 23 August 2016 Accepted: 2 November 2016 Published: 30 March 2017

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Abstract

This paper express a new application of determining compressive strength of concrete different from the conventional ways using experimental analysis through calibrations and development of empirical models techniques. Although previous concepts has been generating results to monitor the compressive strength of concrete, but the purpose of these study is to develop another method of compressive strength different from experimental and empirical solution, thus express the advantage of these application compared to other conventional method in concrete strength development. The application of deterministic model in the development of locally occurring 3/8 gravel aggregate concrete at its natural has definitely generated it advantage; it has been observed that these two different materials selected at different mix proportion has also not been thorough monitored applying this type of modeling techniques. These are to determine its compressive strength using this type of predictive model. These concept were used to predict the compressive strength of locally occurring 3/8 gravel concrete at different water cement ratios and curing age, simulating these model generated predictive values that has expressed the behaviour of strength development from different water cement ratios and curing age, the graphical representations shows there various rates of compressive strength at different mix proportions and age, the strength development from these local materials has been expressed through the developed model, some effects that has generated some decline in compressive strength in some mix proportions were also observed, these influences are from variation of concrete porosity and permeability, these are reflected on the fluctuation of compressive strength at different figures expressed through graphical representation, the study is imperative because the developed model can be applied to monitor the behaviour of strength development of all in one aggregates in natural state including selective material that form other normal granite aggregate concrete, predicting there various compressive strength at different ages including every twenty four hour thus interval of seven days to ninety days, these are new concept that can be applied to monitor compressive strength of concrete.

Published in	Mathematical Modelling and Applications (Volume 2, Issue 1)
DOI	10.11648/j.mma.20170201.12
Page(s)	8-16
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2017. Published by Science Publishing Group

Keywords

Deterministic Model, Compressive Strength, 3/8 Gravel and Age

References

[1]	Akeem A. R 2013 effect of curing methods on density and compressive strength of concrete International Journal of Applied Science and Technology Vol. 3 No. 4; April.
[2]	Aluko, O. S. (2005). Comparative Assessment of Concrete Curing Methods. Unpublished Post Graduate Diploma Thesis, Federal University of Technology, Akure, Nigeria.
[3]	Arum, C. and Alhassan, Y. A. (2005). Combined Effect of Aggregate Shape, Texture and Size on Concret Strength. Journal of Science, Engineering and Technology. 13 (2), 6876-6887.
[4]	Gowripalan, N., Cabrera, J. G.; A. R, Cusens and Wainwright, P. J. (1992) Effect of Curing on Durability, Durable Concrete, ACI Compilation 24. American Concrete Institute, Farmington Hills, Michigan, USA 47-54.
[5]	Mamlouk, M. S. and Zaniewski, J. P (2006). Materials for Civil and Construction Engineers. 2nd ed., New Jersey: Pearson Prentice Hall.
[6]	Neville, A. M. (1996). Properties of Concrete, 4th ed., USA, New York: John Wiley and Sons.
[7]	Ramezanianpour, A. A. and V. M. Malhotra, (1995). Effect of Curing on the Compressive Strength, Resistance to Chloride-Ion Penetration and Porosity of Concretes Incorporating Slag, Fly Ash or Silica Fume. Cement and Concrete Composites. 17 (2), 125-133.
[8]	Wojcik, G. S., and Fitzjarrald, D. R. (2001). Energy Balances of Curing Concrete Bridge Decks. Journal of Applied Meteorology, 40 (11).
[9]	Zain, M. F. M., M. Safiudd in and K. M. Yusof, (2000). Influence of Different Curing Conditions on the Strength and Durability of High Performance Concrete. In the Proceedings of the Fourth ACI international.
[10]	Conference on Repair, Rehabilitation and Maintenance, ACI SP-193, American Concrete Institute. Farmington Hills, Michigan, USA. 275-292.
[11]	Ode. T. and Eluozo S. N. 2016 Predictive Model on Compressive Strength of Concrete Made with Locally 3/8 Gravel from Different Water Cement Ratios and Curing Age; International Journal of Scientific and Engineering Research, Volume 7, issue 1 pp 1528-1551.
[12]	Ode. T. and Eluozo S. N.- 2016 Model Prediction to Monitor the Rate of Water Absorption of Concrete Pressured by Variation of Time and Water Cement Ratios International Journal of Scientific and Engineering Research, Volume 7, issue 1 pp 1514-1527.
[13]	Ode. T. and Eluozo S. N. 2016 Calibrating the Density of Concrete from Washed and Unwashed Locally 3/8 Gravel Material at Various Curing Age International Journal of Scientific and Engineering Research, Volume 7, issue 1 January-pp 1514-1552-15574.
[14]	Ode. T. and Eluozo S. N; 2016 Compressive Strength Calibration of Washed and Unwashed Locally Occurring3/8 Gravel from Various Water Cement Ratios and Curing Age; International Journal Engineering and General Science Volume 4 Issue 1, pp 462-483.
[15]	Ode. T. and Eluozo S. N; 2016 Predictive Model to Monitor Variation of Concrete Density Influenced by Various Grade from Locally 3/8 Gravel at Different Curing Time International Journal Engineering and General Science Volume 4 Issue 1, pp 502-522.
[16]	Ode. T. and Eluozo S. N; 2016 Predictive Model to Monitor Vitiation of Stress –Strain Relationship of 3/8 Gravel Concrete with Water Cement Ration [0.45] at Different Load International Journal Engineering and General Science Volume 4 Issue 1, pp 409-418.
[17]	Eluozo S. N. and Ode. T. 2015 Modeling and simulation of Compression Strength for Firm Clay in Swampy Area of Ahoada East International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 73-85.
[18]	Eluozo S. N. and Ode. T. 2015 Mathematical Model to Predict Compression Index of Uniform Loose Sand in Coastal Area of Degema, Rivers State of Nigeria International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 86-103.
[19]	Eluozo S. N. and Ode. T. 2015 Mathematical to Monitor Stiff Clay Compression Index in Wet Land Area of Degema International Journal of Advance Research in Engineering and Technology Volume 6, Issue 12, pp 59-72.
[20]	Alawode O and. Idowu, O. I. 2011: Effects of Water-Cement Ratios on the Compressive Strength and Workability of Concrete and Lateritic Concrete Mixes. The Pacific Journal of Science and Technology.

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APA Style

Ode. T., Eluozo S. N. (2017). Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Mathematical Modelling and Applications, 2(1), 8-16. https://doi.org/10.11648/j.mma.20170201.12

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ACS Style

Ode. T.; Eluozo S. N. Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Math. Model. Appl. 2017, 2(1), 8-16. doi: 10.11648/j.mma.20170201.12

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AMA Style

Ode. T., Eluozo S. N. Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Math Model Appl. 2017;2(1):8-16. doi: 10.11648/j.mma.20170201.12

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@article{10.11648/j.mma.20170201.12,
  author = {Ode. T. and Eluozo S. N.},
  title = {Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age},
  journal = {Mathematical Modelling and Applications},
  volume = {2},
  number = {1},
  pages = {8-16},
  doi = {10.11648/j.mma.20170201.12},
  url = {https://doi.org/10.11648/j.mma.20170201.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.mma.20170201.12},
  abstract = {This paper express a new application of determining compressive strength of concrete different from the conventional ways using experimental analysis through calibrations and development of empirical models techniques. Although previous concepts has been generating results to monitor the compressive strength of concrete, but the purpose of these study is to develop another method of compressive strength different from experimental and empirical solution, thus express the advantage of these application compared to other conventional method in concrete strength development. The application of deterministic model in the development of locally occurring 3/8 gravel aggregate concrete at its natural has definitely generated it advantage; it has been observed that these two different materials selected at different mix proportion has also not been thorough monitored applying this type of modeling techniques. These are to determine its compressive strength using this type of predictive model. These concept were used to predict the compressive strength of locally occurring 3/8 gravel concrete at different water cement ratios and curing age, simulating these model generated predictive values that has expressed the behaviour of strength development from different water cement ratios and curing age, the graphical representations shows there various rates of compressive strength at different mix proportions and age, the strength development from these local materials has been expressed through the developed model, some effects that has generated some decline in compressive strength in some mix proportions were also observed, these influences are from variation of concrete porosity and permeability, these are reflected on the fluctuation of compressive strength at different figures expressed through graphical representation, the study is imperative because the developed model can be applied to monitor the behaviour of strength development of all in one aggregates in natural state including selective material that form other normal granite aggregate concrete, predicting there various compressive strength at different ages including every twenty four hour thus interval of seven days to ninety days, these are new concept that can be applied to monitor compressive strength of concrete.},
 year = {2017}
}

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TY  - JOUR
T1  - Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/30
PY  - 2017
N1  - https://doi.org/10.11648/j.mma.20170201.12
DO  - 10.11648/j.mma.20170201.12
T2  - Mathematical Modelling and Applications
JF  - Mathematical Modelling and Applications
JO  - Mathematical Modelling and Applications
SP  - 8
EP  - 16
PB  - Science Publishing Group
SN  - 2575-1794
UR  - https://doi.org/10.11648/j.mma.20170201.12
AB  - This paper express a new application of determining compressive strength of concrete different from the conventional ways using experimental analysis through calibrations and development of empirical models techniques. Although previous concepts has been generating results to monitor the compressive strength of concrete, but the purpose of these study is to develop another method of compressive strength different from experimental and empirical solution, thus express the advantage of these application compared to other conventional method in concrete strength development. The application of deterministic model in the development of locally occurring 3/8 gravel aggregate concrete at its natural has definitely generated it advantage; it has been observed that these two different materials selected at different mix proportion has also not been thorough monitored applying this type of modeling techniques. These are to determine its compressive strength using this type of predictive model. These concept were used to predict the compressive strength of locally occurring 3/8 gravel concrete at different water cement ratios and curing age, simulating these model generated predictive values that has expressed the behaviour of strength development from different water cement ratios and curing age, the graphical representations shows there various rates of compressive strength at different mix proportions and age, the strength development from these local materials has been expressed through the developed model, some effects that has generated some decline in compressive strength in some mix proportions were also observed, these influences are from variation of concrete porosity and permeability, these are reflected on the fluctuation of compressive strength at different figures expressed through graphical representation, the study is imperative because the developed model can be applied to monitor the behaviour of strength development of all in one aggregates in natural state including selective material that form other normal granite aggregate concrete, predicting there various compressive strength at different ages including every twenty four hour thus interval of seven days to ninety days, these are new concept that can be applied to monitor compressive strength of concrete.
VL  - 2
IS  - 1
ER  -

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Author Information

Ode. T.

Department of Civil Engineering, Faculty of Engineering Rivers State University of Sciences and Technology Nkpolu, Port Harcourt
Eluozo S. N.

Department of Civil and Environmental Engineering, Subaka Nigeria Limited Port Harcourt, Port Harcourt, Nigeria

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APA Style

Ode. T., Eluozo S. N. (2017). Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Mathematical Modelling and Applications, 2(1), 8-16. https://doi.org/10.11648/j.mma.20170201.12

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ACS Style

Ode. T.; Eluozo S. N. Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Math. Model. Appl. 2017, 2(1), 8-16. doi: 10.11648/j.mma.20170201.12

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AMA Style

Ode. T., Eluozo S. N. Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age. Math Model Appl. 2017;2(1):8-16. doi: 10.11648/j.mma.20170201.12

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@article{10.11648/j.mma.20170201.12,
  author = {Ode. T. and Eluozo S. N.},
  title = {Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age},
  journal = {Mathematical Modelling and Applications},
  volume = {2},
  number = {1},
  pages = {8-16},
  doi = {10.11648/j.mma.20170201.12},
  url = {https://doi.org/10.11648/j.mma.20170201.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.mma.20170201.12},
  abstract = {This paper express a new application of determining compressive strength of concrete different from the conventional ways using experimental analysis through calibrations and development of empirical models techniques. Although previous concepts has been generating results to monitor the compressive strength of concrete, but the purpose of these study is to develop another method of compressive strength different from experimental and empirical solution, thus express the advantage of these application compared to other conventional method in concrete strength development. The application of deterministic model in the development of locally occurring 3/8 gravel aggregate concrete at its natural has definitely generated it advantage; it has been observed that these two different materials selected at different mix proportion has also not been thorough monitored applying this type of modeling techniques. These are to determine its compressive strength using this type of predictive model. These concept were used to predict the compressive strength of locally occurring 3/8 gravel concrete at different water cement ratios and curing age, simulating these model generated predictive values that has expressed the behaviour of strength development from different water cement ratios and curing age, the graphical representations shows there various rates of compressive strength at different mix proportions and age, the strength development from these local materials has been expressed through the developed model, some effects that has generated some decline in compressive strength in some mix proportions were also observed, these influences are from variation of concrete porosity and permeability, these are reflected on the fluctuation of compressive strength at different figures expressed through graphical representation, the study is imperative because the developed model can be applied to monitor the behaviour of strength development of all in one aggregates in natural state including selective material that form other normal granite aggregate concrete, predicting there various compressive strength at different ages including every twenty four hour thus interval of seven days to ninety days, these are new concept that can be applied to monitor compressive strength of concrete.},
 year = {2017}
}

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TY  - JOUR
T1  - Application of Deterministic Model to Predict Compressive Strength of Locally Occurring 3/8 Gravel Concrete at Different Water Cement Ratio and Curing Age
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/30
PY  - 2017
N1  - https://doi.org/10.11648/j.mma.20170201.12
DO  - 10.11648/j.mma.20170201.12
T2  - Mathematical Modelling and Applications
JF  - Mathematical Modelling and Applications
JO  - Mathematical Modelling and Applications
SP  - 8
EP  - 16
PB  - Science Publishing Group
SN  - 2575-1794
UR  - https://doi.org/10.11648/j.mma.20170201.12
AB  - This paper express a new application of determining compressive strength of concrete different from the conventional ways using experimental analysis through calibrations and development of empirical models techniques. Although previous concepts has been generating results to monitor the compressive strength of concrete, but the purpose of these study is to develop another method of compressive strength different from experimental and empirical solution, thus express the advantage of these application compared to other conventional method in concrete strength development. The application of deterministic model in the development of locally occurring 3/8 gravel aggregate concrete at its natural has definitely generated it advantage; it has been observed that these two different materials selected at different mix proportion has also not been thorough monitored applying this type of modeling techniques. These are to determine its compressive strength using this type of predictive model. These concept were used to predict the compressive strength of locally occurring 3/8 gravel concrete at different water cement ratios and curing age, simulating these model generated predictive values that has expressed the behaviour of strength development from different water cement ratios and curing age, the graphical representations shows there various rates of compressive strength at different mix proportions and age, the strength development from these local materials has been expressed through the developed model, some effects that has generated some decline in compressive strength in some mix proportions were also observed, these influences are from variation of concrete porosity and permeability, these are reflected on the fluctuation of compressive strength at different figures expressed through graphical representation, the study is imperative because the developed model can be applied to monitor the behaviour of strength development of all in one aggregates in natural state including selective material that form other normal granite aggregate concrete, predicting there various compressive strength at different ages including every twenty four hour thus interval of seven days to ninety days, these are new concept that can be applied to monitor compressive strength of concrete.
VL  - 2
IS  - 1
ER  -

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