American Journal of Civil Engineering

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Exploring the Potential of Alternative Pozzolona Cement for the Northern Savannah Ecological Zone in Ghana

Received: 25 March 2016    Accepted: 05 April 2016    Published: 26 April 2016
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Abstract

This project evaluates the performance of pozzolana cement elements produced from alternative raw materials with a view using them in low-cost housing. It also seeks the reduction of waste from agricultural sources and the cost of sandcrete blocks by using locally available materials. The need to find alternative materials to replace existing conventional ones has necessitated research into substitutes to cement with a view to investigating their usefulness to wholly or partly substitute ordinary Portland cement in the production of sandcrete blocks. This project investigates the possible use of Corn Cob Ash (CCA) as a partial replacement of cement in sandcrete block production. 140 no. 450mmx150mm×225mm solid sandcrete blocks of mix ratio 1:8 were cast, cured and crushed at 7, 14, 21, and 28 days. The corn cob ash was replaced at 0 to 40 percent levels at 5% intervals. The maximum compressive strength of 2.10 N/mm2 was recorded at 30% replacement on the 28th day. After 12 months of exposure under northern savannah climatic conditions, the compressive strength remained stable or even increased with the weathering exposure. The maximum value of 2.10N/mm2 for the 30% replacement level is found suitable and recommended for building construction having attained a 28-day compressive strength of more than 2.0N/mm2 as required by the National Building Code for non load bearing walls.

DOI 10.11648/j.ajce.20160403.12
Published in American Journal of Civil Engineering (Volume 4, Issue 3, May 2016)
Page(s) 74-79
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

Pozzolana-Cement, Construction Materials, Low-Cost Housing, Sandcrete, Corn Cob Ash, Northern Savannah, Ghana

References
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Author Information
  • Tamale Polytechnic, Department of Building Technology, Tamale, Ghana

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  • APA Style

    Abdul-Manan Dauda. (2016). Exploring the Potential of Alternative Pozzolona Cement for the Northern Savannah Ecological Zone in Ghana. American Journal of Civil Engineering, 4(3), 74-79. https://doi.org/10.11648/j.ajce.20160403.12

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    Abdul-Manan Dauda. Exploring the Potential of Alternative Pozzolona Cement for the Northern Savannah Ecological Zone in Ghana. Am. J. Civ. Eng. 2016, 4(3), 74-79. doi: 10.11648/j.ajce.20160403.12

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    AMA Style

    Abdul-Manan Dauda. Exploring the Potential of Alternative Pozzolona Cement for the Northern Savannah Ecological Zone in Ghana. Am J Civ Eng. 2016;4(3):74-79. doi: 10.11648/j.ajce.20160403.12

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  • @article{10.11648/j.ajce.20160403.12,
      author = {Abdul-Manan Dauda},
      title = {Exploring the Potential of Alternative Pozzolona Cement for the Northern Savannah Ecological Zone in Ghana},
      journal = {American Journal of Civil Engineering},
      volume = {4},
      number = {3},
      pages = {74-79},
      doi = {10.11648/j.ajce.20160403.12},
      url = {https://doi.org/10.11648/j.ajce.20160403.12},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajce.20160403.12},
      abstract = {This project evaluates the performance of pozzolana cement elements produced from alternative raw materials with a view using them in low-cost housing. It also seeks the reduction of waste from agricultural sources and the cost of sandcrete blocks by using locally available materials. The need to find alternative materials to replace existing conventional ones has necessitated research into substitutes to cement with a view to investigating their usefulness to wholly or partly substitute ordinary Portland cement in the production of sandcrete blocks. This project investigates the possible use of Corn Cob Ash (CCA) as a partial replacement of cement in sandcrete block production. 140 no. 450mmx150mm×225mm solid sandcrete blocks of mix ratio 1:8 were cast, cured and crushed at 7, 14, 21, and 28 days. The corn cob ash was replaced at 0 to 40 percent levels at 5% intervals. The maximum compressive strength of 2.10 N/mm2 was recorded at 30% replacement on the 28th day. After 12 months of exposure under northern savannah climatic conditions, the compressive strength remained stable or even increased with the weathering exposure. The maximum value of 2.10N/mm2 for the 30% replacement level is found suitable and recommended for building construction having attained a 28-day compressive strength of more than 2.0N/mm2 as required by the National Building Code for non load bearing walls.},
     year = {2016}
    }
    

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    AB  - This project evaluates the performance of pozzolana cement elements produced from alternative raw materials with a view using them in low-cost housing. It also seeks the reduction of waste from agricultural sources and the cost of sandcrete blocks by using locally available materials. The need to find alternative materials to replace existing conventional ones has necessitated research into substitutes to cement with a view to investigating their usefulness to wholly or partly substitute ordinary Portland cement in the production of sandcrete blocks. This project investigates the possible use of Corn Cob Ash (CCA) as a partial replacement of cement in sandcrete block production. 140 no. 450mmx150mm×225mm solid sandcrete blocks of mix ratio 1:8 were cast, cured and crushed at 7, 14, 21, and 28 days. The corn cob ash was replaced at 0 to 40 percent levels at 5% intervals. The maximum compressive strength of 2.10 N/mm2 was recorded at 30% replacement on the 28th day. After 12 months of exposure under northern savannah climatic conditions, the compressive strength remained stable or even increased with the weathering exposure. The maximum value of 2.10N/mm2 for the 30% replacement level is found suitable and recommended for building construction having attained a 28-day compressive strength of more than 2.0N/mm2 as required by the National Building Code for non load bearing walls.
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