Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age

Ode. T.; Eluozo S. N.

doi:doi:10.11648/j.ajce.20170502.16

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Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age

Ode. T., Eluozo S. N.

Published in American Journal of Civil Engineering (Volume 5, Issue 2)

Received: 23 August 2016 Accepted: 31 October 2016 Published: 4 March 2017

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Abstract

Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concrete densities variation from experimental values compared with deterministic model simulation values were carried out in table and figures, from the graphical representation, fluctuation were observed in some values, while linear increase were express in some values, these fluctuation from the simulation values has also reflected the rate of concrete porosity varying at different water cement ratio and curing age, the heterogeneity of these densities from the predictive values are through variation from these porosity and mix proportions, water cement ratios variation were also observed to influenced the rate of concrete densities, the prediction of concrete densities at interval of seven day are the normal methods of monitoring concrete properties, but the developed model are predicting the increase of concrete densities at every twenty four hours, these method are new developed concept that can also be applied to predict other concrete parameters or properties.

Published in	American Journal of Civil Engineering (Volume 5, Issue 2)
DOI	10.11648/j.ajce.20170502.16
Page(s)	111-118
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), 2024. Published by Science Publishing Group

Keywords

Deterministic Model, Concrete Density, Water Cement Ratio and Curing Age

References

[1]	Gopalkrishnan S., Rajmane N. P., Neelamegam M., Peter J. A., and Dattatreya J. K., (2001), Effect of partial replacement of cement with fly ash on the strength and durability of HPC, The Indian Concrete Journal, 75 (5), pp 335-341.
[2]	M. S. Shetty (2008). Concrete Technology, S. Chand and Company Ltd., Ramnagar, New Delhi, pp 66-500.
[3]	Shridhar R., (2002), Use of chemical admixtures in HPC for durable structures, The Indian Concrete Journal, 76 (9), pp 579-580.
[4]	Ramarao G. N., and Seshagiri Rao M. N., (2005), High Performance Concrete Mix Proportioning with Rice Husk Ash as Mineral Admixture, New Building Materials & Construction World, 10 (7), pp 100-108.
[5]	S. P. Shah and S. H. Ahmad (1994), High Performance Concrete: Properties and Applications, Mc-Graw-Hill Inc. Publication, New York.
[6]	Popat D. Kumbhar 1, Pranesh B. Murna, 2012 Assessment of suitability of existing mix design methods of normal concrete for designing high performance concrete mixes international journal of civil and structural engineering volume 3, no 1.
[7]	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.
[8]	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.
[9]	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.
[10]	Ode. T. and Eluozo S. N; 2016 Compressive Strength Calibration of Washed and Unwashed Locally Occurring 3/8 Gravel from Various Water Cement Ratios and Curing Age; International Journal Engineering and General Science Volume 4 Issue 1, pp 462-483.
[11]	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.
[12]	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.
[13]	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.
[14]	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.
[15]	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.
[16]	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). Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. American Journal of Civil Engineering, 5(2), 111-118. https://doi.org/10.11648/j.ajce.20170502.16

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ACS Style

Ode. T.; Eluozo S. N. Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. Am. J. Civ. Eng. 2017, 5(2), 111-118. doi: 10.11648/j.ajce.20170502.16

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AMA Style

Ode. T., Eluozo S. N. Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. Am J Civ Eng. 2017;5(2):111-118. doi: 10.11648/j.ajce.20170502.16

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@article{10.11648/j.ajce.20170502.16,
  author = {Ode. T. and Eluozo S. N.},
  title = {Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {2},
  pages = {111-118},
  doi = {10.11648/j.ajce.20170502.16},
  url = {https://doi.org/10.11648/j.ajce.20170502.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170502.16},
  abstract = {Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concrete densities variation from experimental values compared with deterministic model simulation values were carried out in table and figures, from the graphical representation, fluctuation were observed in some values, while linear increase were express in some values, these fluctuation from the simulation values has also reflected the rate of concrete porosity varying at different water cement ratio and curing age, the heterogeneity of these densities from the predictive values are through variation from these porosity and mix proportions, water cement ratios variation were also observed to influenced the rate of concrete densities, the prediction of concrete densities at interval of seven day are the normal methods of monitoring concrete properties, but the developed model are predicting the increase of concrete densities at every twenty four hours, these method are new developed concept that can also be applied to predict other concrete parameters or properties.},
 year = {2017}
}

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TY  - JOUR
T1  - Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/04
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170502.16
DO  - 10.11648/j.ajce.20170502.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 111
EP  - 118
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170502.16
AB  - Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concrete densities variation from experimental values compared with deterministic model simulation values were carried out in table and figures, from the graphical representation, fluctuation were observed in some values, while linear increase were express in some values, these fluctuation from the simulation values has also reflected the rate of concrete porosity varying at different water cement ratio and curing age, the heterogeneity of these densities from the predictive values are through variation from these porosity and mix proportions, water cement ratios variation were also observed to influenced the rate of concrete densities, the prediction of concrete densities at interval of seven day are the normal methods of monitoring concrete properties, but the developed model are predicting the increase of concrete densities at every twenty four hours, these method are new developed concept that can also be applied to predict other concrete parameters or properties.
VL  - 5
IS  - 2
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, Nigeria
Eluozo S. N.

Subaka Nigeria Limited, Port Harcourt, Nigeria

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APA Style

Ode. T., Eluozo S. N. (2017). Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. American Journal of Civil Engineering, 5(2), 111-118. https://doi.org/10.11648/j.ajce.20170502.16

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ACS Style

Ode. T.; Eluozo S. N. Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. Am. J. Civ. Eng. 2017, 5(2), 111-118. doi: 10.11648/j.ajce.20170502.16

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AMA Style

Ode. T., Eluozo S. N. Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age. Am J Civ Eng. 2017;5(2):111-118. doi: 10.11648/j.ajce.20170502.16

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@article{10.11648/j.ajce.20170502.16,
  author = {Ode. T. and Eluozo S. N.},
  title = {Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {2},
  pages = {111-118},
  doi = {10.11648/j.ajce.20170502.16},
  url = {https://doi.org/10.11648/j.ajce.20170502.16},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170502.16},
  abstract = {Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concrete densities variation from experimental values compared with deterministic model simulation values were carried out in table and figures, from the graphical representation, fluctuation were observed in some values, while linear increase were express in some values, these fluctuation from the simulation values has also reflected the rate of concrete porosity varying at different water cement ratio and curing age, the heterogeneity of these densities from the predictive values are through variation from these porosity and mix proportions, water cement ratios variation were also observed to influenced the rate of concrete densities, the prediction of concrete densities at interval of seven day are the normal methods of monitoring concrete properties, but the developed model are predicting the increase of concrete densities at every twenty four hours, these method are new developed concept that can also be applied to predict other concrete parameters or properties.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age
AU  - Ode. T.
AU  - Eluozo S. N.
Y1  - 2017/03/04
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170502.16
DO  - 10.11648/j.ajce.20170502.16
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 111
EP  - 118
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170502.16
AB  - Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concrete densities variation from experimental values compared with deterministic model simulation values were carried out in table and figures, from the graphical representation, fluctuation were observed in some values, while linear increase were express in some values, these fluctuation from the simulation values has also reflected the rate of concrete porosity varying at different water cement ratio and curing age, the heterogeneity of these densities from the predictive values are through variation from these porosity and mix proportions, water cement ratios variation were also observed to influenced the rate of concrete densities, the prediction of concrete densities at interval of seven day are the normal methods of monitoring concrete properties, but the developed model are predicting the increase of concrete densities at every twenty four hours, these method are new developed concept that can also be applied to predict other concrete parameters or properties.
VL  - 5
IS  - 2
ER  -

Copy | Download