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Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil

Received: 6 August 2013    Accepted:     Published: 30 August 2013
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Abstract

A laboratory testing programme was carried out to investigate the influence of Locust Bean Waste Ash (LBWA) on cation exchange and plasticity characteristics of Ordinary Portland Cement (OPC) modified lateritic soil. Preliminary tests were carried out on the natural soil to determine its properties. Other tests were carried out on soil-cement mixtures with up to 4% OPC admixed with 8% locust bean waste ash content by dry weight. Improvement in the plasticity characteristics of the soil was reflected in the decrease of liquid limit, increase in plastic limit and decrease in plasticity index with increased cement and locust bean waste ash content. The results using analysis of variance showed statistical significance. These results showed that modification with cement and locust bean waste ash blend significantly improved the plasticity characteristics through cation exchange of the lateritic soil.

Published in American Journal of Civil Engineering (Volume 1, Issue 2)
DOI 10.11648/j.ajce.20130102.12
Page(s) 58-63
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

Cation, Cement, Lateritic Soil, Locust Bean

References
[1] AASHTO (1986). Standard Specification for Transportation, Material and Methods of Sampling and Testing. 14th Edition. American Association of State Highway and Transportation Officials, Washington D.C.
[2] Akinmade, (2008). Stabilization of Black Cotton Soil Using Locust Bean Waste Ash. Unpublished M.Sc. Thesis Civil Engineering Department, Ahmadu Bello University Zaria.
[3] Akolo, F.P.(2000) "Rheological Properties of Makuba Stailised Soilcrete Blocks Unpublished M.Sc. Thesis. Submitted to the Civil Engineering Department, Ahmadu Bello University, Zaria.
[4] ASTM (1992). Annual Book of Standards. Vol. 04.08, American Society for Testing and Materials. Philadelphia.
[5] ASTM C618-78 (1978). Specification for Fly Ash and Raw or Calcinated Natural Pozzolanas for Use as a Mineral Admixture in Portland Cement Concrete. American Society for Testing and Materials, Philadelphia.
[6] BS 1377 (1990). "Method of testing soil for engineering purpose". British Standard Institute, BSI, London, England.
[7] BS 1924 (1990) "Method of test for stabilized soils". British Standard Institute, BSI, London, England.
[8] Czernin, W. (1962). "Cement Chemistry and Physics for Civil Engineers", Crosby Lockwood, London.
[9] Gidigasu M. D., (1976). Laterite Soil Engineering Pedogenesis and Engineering Principles. Elsevier Scientific Publication Company, Amsterdan, pp.444–482.
[10] Maclean D.T. (1953). "Investigation of some problems in soil stabilization". Proceeding of third international conference on soil mechanics and foundation Engineering England pp.263-267.
[11] Mohammed, M.S. (1997) "Improved Solid Sancrete blocks for Low-cost Buildings". Unpublished M.Sc Thesis, Civil Engineering Department, Ahmadu Bello University, Zaria.
[12] Muazu M. Abdullahi (2006) "Effect of Bagasse Ash on Cement Modified Laterite". Unpublished M.Sc Thesis, Civil Engineering Department Ahmadu Bello University Zaria.
[13] Nigerian General Specifications (1997). Roads and Bridgeworks. Federal Government of Nigeria, Lagos, Nigeria.
[14] Obeahon, S. O. (1993). The Effect of Elapsed Time After Mixing on the Properties of Modified Laterite Unpublished M.Sc. Thesis Civil Engineering Department, Ahmadu Bello University, Zaria.
[15] Ola, S. A. (1974) "Need for estimated cement requirement for stabilizing lateritic soil." J. Transport Div., ASCE, Vol. 17, No 8, pp. 379-388.
[16] Ola, S. A. (1978) "Geotechnical properties and behavior of some stabilized Nigerian Laterite Soil". Q.T.J Eng Goe London vol.lll pp.145-160
[17] Ola, S.A. (1983)."The geotechnical properties of black cotton soils of North Eastern Nigeria" In: S.A. Ola (Editor. Tropical soils of Nigeria in Engineering Practice, A.A.Balkema, The Netherlands, Rotterdam, 155-171).
[18] Osinubi, K.J. (1995). "Lime modification of black cotton soil" Spectrum Journal Kaduna, Vol.2, pp.112–122.
[19] Osinubi, K. J. (2008) "Laterite soils and other proplem soils of Africa". Unpublished MSc Lecture notes A.B.U., Zaria.
[20] Osinubi K. J. and Alhassan M., (2008a). "Use of lime and bagasse ash in modification of laterite." Nigerian Journal of Engineering Vol. 14, No 1, pp.70-80.
[21] Osinubi, K. J, Akinmade, O. B, and Eberemu, O. A. (2009a). "Stabilization potential of locust bean waste ash on Black Cotton Soil". Journal of engineering research. vol. 14, No. 2, pp. 1-13.
[22] Osinubi, K. J, Eberemu, O. A, and Amadi A. A. (2009b). "Compacted lateritic soil treated with Blast Furnance Slag as hydraulic barriers in waste containment". International journal, risk assessment and management. Vol. 13, No. 2, pp. 171-188.
[23] Osula, D. O. A. (1991). "Lime modification of problem laterite". Eng’g. Geol. 30, pp 141-149
[24] Yoder E.J and witczak M.W (1975) "Principles of Pavement Design" second edition.
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  • APA Style

    Muhammad, Muktar Namadi, Yamusa, Bello Yamusa. (2013). Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil. American Journal of Civil Engineering, 1(2), 58-63. https://doi.org/10.11648/j.ajce.20130102.12

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    ACS Style

    Muhammad; Muktar Namadi; Yamusa; Bello Yamusa. Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil. Am. J. Civ. Eng. 2013, 1(2), 58-63. doi: 10.11648/j.ajce.20130102.12

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    AMA Style

    Muhammad, Muktar Namadi, Yamusa, Bello Yamusa. Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil. Am J Civ Eng. 2013;1(2):58-63. doi: 10.11648/j.ajce.20130102.12

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  • @article{10.11648/j.ajce.20130102.12,
      author = {Muhammad and Muktar Namadi and Yamusa and Bello Yamusa},
      title = {Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil},
      journal = {American Journal of Civil Engineering},
      volume = {1},
      number = {2},
      pages = {58-63},
      doi = {10.11648/j.ajce.20130102.12},
      url = {https://doi.org/10.11648/j.ajce.20130102.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20130102.12},
      abstract = {A laboratory testing programme was carried out to investigate the influence of Locust Bean Waste Ash (LBWA) on cation exchange and plasticity characteristics of Ordinary Portland Cement (OPC) modified lateritic soil. Preliminary tests were carried out on the natural soil to determine its properties. Other tests were carried out on soil-cement mixtures with up to 4% OPC admixed with 8% locust bean waste ash content by dry weight. Improvement in the plasticity characteristics of the soil was reflected in the decrease of liquid limit, increase in plastic limit and decrease in plasticity index with increased cement and locust bean waste ash content. The results using analysis of variance showed statistical significance. These results showed that modification with cement and locust bean waste ash blend significantly improved the plasticity characteristics through cation exchange of the lateritic soil.},
     year = {2013}
    }
    

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    T1  - Influence of Locust Bean Waste Ash on Cation Exchange and Plasticity Characteristics of Cement Modified Lateritic Soil
    AU  - Muhammad
    AU  - Muktar Namadi
    AU  - Yamusa
    AU  - Bello Yamusa
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    DO  - 10.11648/j.ajce.20130102.12
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 58
    EP  - 63
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20130102.12
    AB  - A laboratory testing programme was carried out to investigate the influence of Locust Bean Waste Ash (LBWA) on cation exchange and plasticity characteristics of Ordinary Portland Cement (OPC) modified lateritic soil. Preliminary tests were carried out on the natural soil to determine its properties. Other tests were carried out on soil-cement mixtures with up to 4% OPC admixed with 8% locust bean waste ash content by dry weight. Improvement in the plasticity characteristics of the soil was reflected in the decrease of liquid limit, increase in plastic limit and decrease in plasticity index with increased cement and locust bean waste ash content. The results using analysis of variance showed statistical significance. These results showed that modification with cement and locust bean waste ash blend significantly improved the plasticity characteristics through cation exchange of the lateritic soil.
    VL  - 1
    IS  - 2
    ER  - 

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