Modelling and Simulation of Water Absorption from Locally Occurring 3/8 Gravel at Different Water Cement Ratio and Curing Age Applying Deterministic Modelling Approach
American Journal of Civil Engineering
Volume 5, Issue 2, March 2017, Pages: 90-103
Received: Aug. 23, 2016;
Accepted: Oct. 31, 2016;
Published: Mar. 4, 2017
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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
Water absorption in all in one aggregate concrete formation was monitored applying deterministic modeling approach. Several experts in the field has been applying empirical method through calibrating of experimental values, these has been developing water absorption parameters in various mix proportions to monitor strength development of concrete. But the application of deterministic concept has not been applied to monitor water absorption thus all in one aggregate concrete, the study applying these concept monitored water absorption at every twenty four hours and the conventional method of seven days interval, predictive values express the increase and decline rate of water absorption at various water cement ratios and curing age, these concept predicted different method expressing best fits of both concepts, the vacillation found in the study at different water cement ratios were base on the variations of mix proportions thus compaction level that determine the rate of concrete porosity in all in one aggregate concrete. The study is imperative because the application of these concept has been developed thus it can generate water absorption in hours and interval of days.
Eluozo S. N.,
Modelling and Simulation of Water Absorption from Locally Occurring 3/8 Gravel at Different Water Cement Ratio and Curing Age Applying Deterministic Modelling Approach, American Journal of Civil Engineering.
Vol. 5, No. 2,
2017, pp. 90-103.
Copyright © 2017 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/
) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Aiu, M. and C. Huang, 2006 The Chemistry and Physics of Nano-Cement. Submitted to National Science Foundation Research Experiences for Undergraduates, University of Delaware, Newark, Vol. No. (2006).
Kamal R, Abolfazl S, Bahram S and \Saber P, 2012 Effect of Water and Cement Ratio on Compressive Strength and Abrasion of Microsilica Concrete Middle-East Journal of Scientific Research 12 (8): 1056-1061, 2012.
Collepardi, M., S. Collepardi, U. Skarp and R. Troli 2004. Optimization of silica fume, fly ash and amorphous nano-silica in superplasticized high-performance concretes. in Proceedings of 8 CANMET/ACI International Conference on Fly AshSilica Fume, Slag and Natural Pozzolans in Concrete, SP-221, Las Vegas, USA.
Collepardi, M., J. OgoumahOlagot, F. Simonelli and S. Collepardi, 2004. Combination of Silica Fume, Fly Ash and Amorphous Nano-Silica in Superplasticized High-performance Concretes. in Proceedings of VII AIMAT Congress. Ancona, Italy.
Bui, D., J. Hu and P. Stroeven, 2005. Particle size effect on the strength of rice husk ash blended gap- graded Portland cement concrete. Cement and Concrete Composites, 27 (3): 357-366.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
Young S C, Jeom Han K and Sung U. k Hong 2011 Compressive Strength Prediction of Porous Concrete Using Nondestructive Tests Journal of Civil Engineering and Architecture.