Modeling Wood and Fly Ash Behaviour as Partial Replacement for Cement on Compressive Strength of Self Compacting Concrete

Authors

  • Eluozo S.N. Department of Civil Engineering, College of Engineering, Gregory University Uturu (GUU), Abia State, Nigeria
  • Dimkpa K. Department of Architecture, Faculty of Environmental Science, Rivers State University, Nkpolu Oroworukwo, Port Harcourt, Nigeria

DOI:

https://doi.org/10.30564/jcr.v3i1.3079

Abstract

Wood and fly ash were observed to have significant qualities that could improved the strength of self compacting concrete, the material were applied to increase the compressive strength of concrete strength, this material could be the demanding material for partial  replacement for cement, the study observed the behaviour of the material from experts that applied these material through experimental investigation, but the study monitored the behaviour of this material by applied modeling and simulation to determine other effect that could influence the behaviour of this materials in compressive strength, this was to determine the  significant effect on the addictive applied as partial replacement for cement, lots of experts has done works on fly ash through experiment concept, but the application of predictive concept has not be carried out, the  adoption of this concept has expressed other parameters that contributed to the efficiency of  wood and fly ash as partial replacement for cement on self compacting concrete. The study adopting modeling and simulation observed 10 and 20% by weight of cement as it is reflected on its performance in the simulation, from the simulation wood recorded 10% as it was observed from the growth rate of this self compacting concrete reflected from the trend, the simulation for model validation were compared with the works of the studies carried out [20]. And both values developed best fits correlation.

Keywords:

Modeling; Wood; Fly ash; Cement; Compressive strength and self compacting concrete

References

[1] Abdul, R. H., & Wong, H. S. (2005). Strength estimation model for high-strength concrete incorporating metakaolin and silica fume. Cement Concrete Research, 35(4), 688–695.

[2] Basu, P. C. (2003). High performance concrete. In Proceedings INAE national seminar on engineered building materials and their performance (pp. 426–450).

[3] Basu, P. C., Mavinkurve, S., Bhattacharjee, K. N., Deshpande, Y., &Basu, S. (2000). High reactivity metakaolin: A supplementary cementitious material. In Proceedings ICIAsian conference on ecstasy in concrete, 20–22 Nov,Bangalore, India (pp. 237–436).

[4] Dinakar, P. (2012). Design of self-compacting concrete with flyash. Magazine of Concrete Research, 64(5), 401–409.

[5] P. Dinakar*, Pradosh K. Sahoo, and G. SriramEffect of Metakaoline Content on the Properties of High StrengthConcrete International Journal of Concrete Structures and MaterialsVol.7, No.3, pp.215–223, September 2013.

[6] Neville, A. M. (1997). Concrete with particular properties.In Properties of concrete (pp. 653–672). Harlow, UK: Longman.

[7] Pal, S. C., Mukherjee, A., &Pathak, S. R. (2001) Developmentof high performance concrete composites using high volumecement replacement with supplementary pozzolanicand [8] cementitioius solid waste. In S. K. Kaushik (Ed.),Proceedings of SEC, recent developments in structuralengineering (pp. 215–229). New Delhi, India: Phoenixpublishing house Pvt Ltd.

[8] Patil, B. B., &Kumbhar, P. D. (2012). Strength and durability properties of high performance concrete incorporating high reactivity metakaolin. International Journal of Modern Engineering Research, 2(3), 1099–1104.

[9] Poon, C. S., Lam, L., Kou, S. C., Wong, Y. L., & Wong, R.(2001). Rate of pozzolanic reaction of metakaolin in high-performance cement pastes. Cement and Concrete Research, 31(9), 1301–1306.

[10] Tiwari, A. K., &Bandyopadhyay, P. (2003) High performanceconcrete with Indian metakaolin. In International symposiumon innovative world of concrete, 19–21 September.Pune: Indian Concrete Institute.

[11] Wild, S., &Khatib, J. M. (1997). Portlandite consumption ofmetakaolincement Pastes and mortars. Cement and ConcreteResearch, 27(1), 137–146.

[12] Wild, S., Khatib, J. M., & Jones, A. (1996). Relative strength,pozzolanic activity and cement hydration in superplasticisedmetakaolin concrete. Cement and Concrete Research,26(10), 1537–1544.

[13] Ode .T. and Eluozo S.N. 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 January- 2016 pp1528-1551.

[14] Ode .T. and Eluozo S.N. 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 January- 2016 pp1514-1527.

[15] Ode .T. and Eluozo S.N. 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- 2016 pp1514-1552-15574.

[16] Ode .T. and Eluozo S.N; 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, January-February,2016 pp462-483.

[17] Ode .T. and Eluozo S.N; 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, January-February,2016 pp502-522.

[18] Ode .T. and Eluozo S.N; 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, January-February,2016 pp409-418.

[19] Karthika, P A. Gayathri .V. 2018 Experimental studies on durability aspects of high strength concrete using flyash and Alccofine International Journal of Recent Technology and Engineering (IJRTE) Volume-7 Issue-4S, PP423-427.

[20] P. SachinPrabhu, Ha. Nishaant, T. Anand 2018 Behaviour of Self-Compacting Concrete with Cement Replacement Materials International Journal of Innovative Technology and Exploring Engineering Volume-8 Issue- 2 pp-360-363.

Downloads

Issue

Vol. 3 , Iss. 1 (June 2021)

Article Type

Articles

License

Copyright and Licensing

The authors shall retain the copyright of their work but allow the Publisher to publish, copy, distribute, and convey the work.

Journal of Construction Research publishes accepted manuscripts under Creative Commons Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0). Authors who submit their papers for publication by Journal of Construction Research agree to have the CC BY-NC 4.0 license applied to their work, and that anyone is allowed to reuse the article or part of it free of charge for non-commercial use. As long as you follow the license terms and original source is properly cited, anyone may copy, redistribute the material in any medium or format, remix, transform, and build upon the material.

License Policy for Reuse of Third-Party Materials

If a manuscript submitted to the journal contains the materials which are held in copyright by a third-party, authors are responsible for obtaining permissions from the copyright holder to reuse or republish any previously published figures, illustrations, charts, tables, photographs, and text excerpts, etc. When submitting a manuscript, official written proof of permission must be provided and clearly stated in the cover letter.
The editorial office of the journal has the right to reject/retract articles that reuse third-party materials without permission.

Journal Policies on Data Sharing

We encourage authors to share articles published in our journal to other data platforms, but only if it is noted that it has been published in this journal.