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Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction

Received: 30 August 2023    Accepted: 15 September 2023    Published: 27 September 2023
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Abstract

The geotechnical properties (grain size, Atterberg limits, compressive strength, CBR, linear swelling, static modulus, hydraulic conductivity, SSA, CEC, activity) of the cubitermes sp termite mound soil were determined. X-ray diffraction, scanning electron microscopy coupled with EDS and energy dispersive X-ray spectrometry were used. The results show that the soil is composed of kaolinite, illite, chlorite and intermediate layers of rutile-quartz-hematite. Although the sand content of the soil is less than the minimum of 30% and the compressive strength is CS (3.89 MPa), termite mound soil can be used to make adobe bricks or compressed earth bricks. Termite mound soil is very consistent and impermeable, making it ideal for earthworks. Despite its CBR (33%), the soil contains 7.2% organic matter, well above the 2.5% standard for use as a pavement sub base layer. The soil has an Ac activity (0.603) and a 75% fines content, so lime would be better suited to this soil than cement in the process of improving mechanical properties. X-ray fluorescence analysis shows that the major elements are alumina and silica, which make up the soil's skeleton. The presence of alumina in the soil causes it to swell, which may limit its use in road construction. The presence of Al, Mg and Fe proves the respective existence of aluminum, magnesium and iron oxides in the soil. Titanium present in the soil in oxide form (TiO2).

Published in International Journal of Materials Science and Applications (Volume 12, Issue 4)
DOI 10.11648/j.ijmsa.20231204.12
Page(s) 52-58
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

Road Construction, Geotechnical Properties of Soil, Cubitermes Sp Termite Mound Soil, Soil Activity

References
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[2] Fall, S., Brauman, A. and Chotte, J. L. (2001). Comparative Distribution of Organic Matter in Particle and Aggregate Size Fractions in the Mounds of Termites with Different Feeding Habits in Senegal: Cubitermes niokoloensis and Macrotermes bellicosus. Applied Soil Ecology, 17, 131-140. https://doi.org/10.1016/S0929-1393(01)00125-1
[3] Jouquet, P., Mamou, L., Lepage, M. and Velde, B. (2002). Effect of Termites on Clay Minerals in Tropical Soils: Fungus-Growing Termites as Weathering Agents. European Journal of Soil Science, 53, 521-528. https://doi.org/10.1046/j.1365-2389.2002.00492.x
[4] Lal, S., Saxena, D. and Lal, R. (1987). Effects of DDT, Fenitrothion and Chorpyrifos on Growth, Photosynthesis and Nitrogen Fixation in Anabaena (Arm 310) and Aulosira fertilissima. Agriculture, Ecosystems & Environment, 19, 197-209. https://doi.org/10.1016/0167-8809(87)90001-6
[5] Trapnell, C. G., Friend, M. T., Chamberlain, G. T. and Birch, H. F. (1976). The Effect of Fire and Termites on a Zambian Woodland Soil. Journal of Ecology, 64, 577-588. https://doi.org/10.2307/2258774
[6] Loubouth et al., 2020. Improvement of the Geotechnical Properties of the Soil of Lime-Treated Cubitermes Mound Soil. Open Journal of Civil Engineering, 10, 22-31. https://doi.org/10.4236/ojce.2020.101003.
[7] Dangerfield J. M., McCarthy TS, Ellery WN. The mound-building termite Macrotermes michaelseni as an ecosystem engineer. Journal of Tropical Ecology. 1998; 14: 507– 520.
[8] NF P94-056 (1996) French Standard. Soils: Recognition and Tests. Analyse granulométrique. Method by Dry Sieving after Washing. https://www.boutique.afnor.org.
[9] NF P94-057 (1992) French Standard. Soils: Recognition and Tests. Granulometric Analysis. Sedimentation Method. Association Française de Normalisation, Paris, 4-17. https://www.boutique.afnor.org.
[10] NF P94-051 (1993) French Standard. Soils: Recognition and Tests. Determination of Atterberg Limits. Limit of Liquidity at the Cup-Limit of Plasticity at the Roller. Association Française de Normalisation, Paris, 4-14. https://www.boutique.afnor.org.
[11] NF P94-068 (1998) French Standard. Soils: Investigation and Testing – Measuring of the Methylene Blue Adsorption Capacity of a Rocky Soil. Determination of the Methylene Blue of a Soil by Means of the Strain Test, October 1998. https://www.boutique.afnor.org.
[12] Skemptom, A. W. (1953) The Colloidal “Activity” of Clays. Proceedings of the 3rd International Conference of Soil Mechanics and Foundation Engineering, Vol. 1, Zurich, 16-27 August.
[13] NF P 94–093 (1999) French standard. Soils: recognition and tests. Determination of the compaction references of a material. Normal Proctor test - Modifed Proctor test, AFNOR/CSTB, 3–17. https://www.boutique.afnor.org.
[14] NF P98-230-2 French standard. Pavement testing: Preparation of materials treated with hydraulic binders or untreated. Part 2: Manufacture of sand or fine soil specimens by static compression, 1993. https://www.boutique.afnor.org.
[15] NF P94–078, may 1997. Soils: reconnaissance and testing - CBR index after immersion. Immediate CBR index. Immediate bearing capacity index - Measurement on compacted sample in the CBR mould. https://www.boutique.afnor.org.
[16] CEBTP 1984. Experimental Centre for Research and Studies in Building and Public Works. Practical Guide to Pavement Sizing for Tropical Countries.
[17] SETRA/LCPC (2007) Technical Guide Soil Treatment with Lime and/or Hydraulic Binders—Roadbed Application.
[18] Cerato, A. and Lutenegger, A. J. (2005) Activity, Relative Activity and Specific Surface Area of Fine-Grained Soils. Proceedings of the 16th International Conference of Soil Mechanics and Geotechnical Engineering (ICSMGE), Vol. 2, Osaka, 12-16 September 2005, 325-328.
[19] Quigley, R. M., Sethis, A. J., Boonsinsuk, P., Sheeren, D. E. and Yong, R. N. (1985) Geologic Controls on Soil Composition and Properties, Lake Ojibway Clay Plain, Matagami, Quebec. Canadian Geotechnical Journal, 22, 491-500. https://doi.org/10.1139/t85-069
[20] F Bigorre, D Tessier, G Pédro. Contribution of clays and organic matter to water retention in soils. Importance of CEC and soil surface. How clay and organic matter contribute to water retention properties. Comptes Rendus de l'Académie des Sciences - Series IIA - Earth and Planetary Science Volume 330, Issue 4, 29 February 2000, Pages 245-250. https://doi.org/10.1016/S1251-8050(00)00136-1
[21] Delgado, M. C. J. and Guerrero, I. C. (2007) The Selection of Soils for Unstabilised Earth Building: A Normative Review. Construction and Building Materials, 21, 237-251. https://doi.org/10.1016/j.conbuildmat.2005.08.006
[22] Karl Terzaghi & Ralph B. Peck 1996. Soil Mechanics in Engineering Practice. Second Edition. JOHN WILEY & SONS, INC., New York, London, Sydn.
[23] Louis Ahouet1, Mondésire Odilon Ngoulou, Sylvain Ndinga Okina. Evaluation of the Geotechnical Properties of Cubitermes sp and Macrotermes sp Termite Mound Soils for the Manufacture of Earth Bricks. Saudi J Civ Eng, 7(7): 146-157. DOI: 10.36348/sjce.2023.v07i07.001.
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  • APA Style

    Louis Ahouet, Sylvain Ndinga Okina, Adolphe Ekouya. (2023). Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction. International Journal of Materials Science and Applications, 12(4), 52-58. https://doi.org/10.11648/j.ijmsa.20231204.12

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    ACS Style

    Louis Ahouet; Sylvain Ndinga Okina; Adolphe Ekouya. Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction. Int. J. Mater. Sci. Appl. 2023, 12(4), 52-58. doi: 10.11648/j.ijmsa.20231204.12

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    AMA Style

    Louis Ahouet, Sylvain Ndinga Okina, Adolphe Ekouya. Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction. Int J Mater Sci Appl. 2023;12(4):52-58. doi: 10.11648/j.ijmsa.20231204.12

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  • @article{10.11648/j.ijmsa.20231204.12,
      author = {Louis Ahouet and Sylvain Ndinga Okina and Adolphe Ekouya},
      title = {Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction},
      journal = {International Journal of Materials Science and Applications},
      volume = {12},
      number = {4},
      pages = {52-58},
      doi = {10.11648/j.ijmsa.20231204.12},
      url = {https://doi.org/10.11648/j.ijmsa.20231204.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmsa.20231204.12},
      abstract = {The geotechnical properties (grain size, Atterberg limits, compressive strength, CBR, linear swelling, static modulus, hydraulic conductivity, SSA, CEC, activity) of the cubitermes sp termite mound soil were determined. X-ray diffraction, scanning electron microscopy coupled with EDS and energy dispersive X-ray spectrometry were used. The results show that the soil is composed of kaolinite, illite, chlorite and intermediate layers of rutile-quartz-hematite. Although the sand content of the soil is less than the minimum of 30% and the compressive strength is CS (3.89 MPa), termite mound soil can be used to make adobe bricks or compressed earth bricks. Termite mound soil is very consistent and impermeable, making it ideal for earthworks. Despite its CBR (33%), the soil contains 7.2% organic matter, well above the 2.5% standard for use as a pavement sub base layer. The soil has an Ac activity (0.603) and a 75% fines content, so lime would be better suited to this soil than cement in the process of improving mechanical properties. X-ray fluorescence analysis shows that the major elements are alumina and silica, which make up the soil's skeleton. The presence of alumina in the soil causes it to swell, which may limit its use in road construction. The presence of Al, Mg and Fe proves the respective existence of aluminum, magnesium and iron oxides in the soil. Titanium present in the soil in oxide form (TiO2).},
     year = {2023}
    }
    

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  • TY  - JOUR
    T1  - Geochemical, Geotechnical, Mineralogical and Microstructural Properties of the Cubitermes Sp Termite Mound Soil for Its Use in Construction
    AU  - Louis Ahouet
    AU  - Sylvain Ndinga Okina
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    DO  - 10.11648/j.ijmsa.20231204.12
    T2  - International Journal of Materials Science and Applications
    JF  - International Journal of Materials Science and Applications
    JO  - International Journal of Materials Science and Applications
    SP  - 52
    EP  - 58
    PB  - Science Publishing Group
    SN  - 2327-2643
    UR  - https://doi.org/10.11648/j.ijmsa.20231204.12
    AB  - The geotechnical properties (grain size, Atterberg limits, compressive strength, CBR, linear swelling, static modulus, hydraulic conductivity, SSA, CEC, activity) of the cubitermes sp termite mound soil were determined. X-ray diffraction, scanning electron microscopy coupled with EDS and energy dispersive X-ray spectrometry were used. The results show that the soil is composed of kaolinite, illite, chlorite and intermediate layers of rutile-quartz-hematite. Although the sand content of the soil is less than the minimum of 30% and the compressive strength is CS (3.89 MPa), termite mound soil can be used to make adobe bricks or compressed earth bricks. Termite mound soil is very consistent and impermeable, making it ideal for earthworks. Despite its CBR (33%), the soil contains 7.2% organic matter, well above the 2.5% standard for use as a pavement sub base layer. The soil has an Ac activity (0.603) and a 75% fines content, so lime would be better suited to this soil than cement in the process of improving mechanical properties. X-ray fluorescence analysis shows that the major elements are alumina and silica, which make up the soil's skeleton. The presence of alumina in the soil causes it to swell, which may limit its use in road construction. The presence of Al, Mg and Fe proves the respective existence of aluminum, magnesium and iron oxides in the soil. Titanium present in the soil in oxide form (TiO2).
    VL  - 12
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Author Information
  • Higher Institute of Architecture, Urbanism, Building and Public Works, Denis Sassou Nguesso University, Brazzaville, Congo

  • Higher Institute of Architecture, Urbanism, Building and Public Works, Denis Sassou Nguesso University, Brazzaville, Congo

  • Higher Institute of Architecture, Urbanism, Building and Public Works, Denis Sassou Nguesso University, Brazzaville, Congo

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