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Evaluation of Strength Characteristics of Tropical Black Clay Treated with Locust Bean Waste Ash

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Abstract

An expansive tropical black clay (also known as black cotton soil because the cotton plant thrives well on it) was treated with up to 15 % locust bean waste ash (LBWA) to assess its soil improvement potential. Samples were subjected to index, compaction using three energy levels (British Standard light, BSL, West African Standard, WAS or ‘Intermediate’ and British Standard heavy, BSH), shear strength (unconfined compressive strength, UCS), California bearing ratio, CBR and durability tests. Results obtained show that the natural soil is not suitable for road construction. The maximum dry density (MDD) and optimum moisture content (OMC) decreased and increased, respectively. Regardless of the compactive effort and curing period, strength and durability properties increased with higher LBWA content with the BSL effort recording the best improvement. However, based on durability results, the optimal 12.5 % LBWA treatment of black cotton soil did not satisfy criteria for its use in road construction as a stand alone additive. Also, significant improvement in soil properties was obtained using the BSL compactive effort, which is easily achieved in the field. The benefits of the application include reduction in the cost of soil improvement and the adverse environmental impact of locust bean waste.

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References

  • AASHTO (1986) Standard specification for transportation materials and methods of sampling and testing, 14th edn. American Association of State Highway and Transport Officials (AASHTO), Washington

    Google Scholar 

  • ASTM (1992) Annual book of ASTM standards, vol 04.08. American Society for Testing and Materials, Philadelphia

    Google Scholar 

  • ASTM C618–78 (1978) Specification for fly ash and raw or calcined natural pozzolana for use as a mineral admixture in Portland cement concrete. American Society for Testing and Materials, Philadelphia

    Google Scholar 

  • BS 1377 (1990) Methods of testing soils for civil engineering purposes. British Standard Institute, London

    Google Scholar 

  • BS 1924 (1990) Methods of tests for stabilized soils. British Standard Institute, London

    Google Scholar 

  • Chang DTT (1995) Resilient properties and microstructure of modified fly ash—stabilized—fine grained soils. National Academy press, Washington, pp 84–95 Transport Research Record, No. 1486

    Google Scholar 

  • Chen FH (1988) Foundations on expansive soils. Elsevier Scientific Pub. Co., Amsterdam

    Google Scholar 

  • Czernin W (1962) Cement chemistry and physics for civil engineers. Crosby Lockwood, London

    Google Scholar 

  • Edeh JE, Ameh AA, Osinubi KJ (2013) Reconstituted cement kiln dust—rice husk ash stabilization of reclaimed asphalt pavement as highway pavement material. ASTM Int J Adv Civil Eng Mater 2(1):1–14. doi:10.1520/ACEM20120031. ISSN 2165-3984

  • Fakiyesi FR, Osinubi KJ (1995) Economic utilization of a solid mineral waste resource—phosphatic waste. In: Abstracts volume of 31st annual conference of Nigerian mining and geosciences society, Calabar, Nigeria, 12–16 March, pp 37–38

  • Gidigasu MD (1982) Importance of material selection, construction control and field performance studies in developing acceptance specifications for lateritic paving gravels (Rio de Janeiro, Brazil). Solos e Rochas 3:1–12

  • Gidigasu MD, Dogbey JLK (1980) Geotechnical characteristics of laterized decomposed rocks for pavement construction in dry sub-humid environment. In: Proceedings of 6th Southeast Asian conference on soil eng, Taipei, vol 1, pp 492–506

  • Indraratna B, Balasubramaniam AS, Khan MJ (1995) Effect of fly ash with lime and cement on the behaviour of a soft clay. Q J Geol 28:131–142

    Article  Google Scholar 

  • Little AL (1967) The use of tropically weathered soil in the construction of earthdams. In: Proceedings of 3rd Asian regional conference on mechanics and foundation engineering, Haifa, Israel, vol 1, pp 35–41

  • Mohammedbhai GTG, Baguant BT (1990) Possibility of using bagasse ash and other furnace residue as partial substitute for cement in Mauritius. Revue Agricole et Suclriere de l’lle Maurice 64(3):1–10

    Google Scholar 

  • Morin WJ (1971) Properties of African tropical black clay soils. In: Proceedings 5th regional conference for Africa on soil mechanics and foundation engineering, Luanda, vol 1, pp 51–59

  • NBRRI (1983) Engineering properties of black cotton soils of Nigeria and related pavement design, NBRRI research paper no. 1, p 22

  • Nelson JD, Miller DJ (1992) Expansive soils problems and practice in foundation and pavement engineering. Wiley, New York

    Google Scholar 

  • Nigerian General Specifications (1997) Roads and bridgeworks. Federal Ministry of Works, Lagos

    Google Scholar 

  • Nixon IK, Skipp HO (1957) Airfield construction on overseas soils and laterite. In: Proceedings of British institution of civil engineers, London, United Kingdom, vol 8, pp 253–292

  • O’Flaherty CA (1988) Highway engineering, vol 2. Edward Arnold, London

    Google Scholar 

  • Ola SA (1974) Need for estimated cement requirements for stabilizing lateritic soil. J Transp Div ASCE 17(8):379–388

    Google Scholar 

  • Ola SA (1978) The geology and geotechnical properties of the black cotton soils of North Eastern Nigeria. Eng Geol 12:375–391

    Article  Google Scholar 

  • Ola SA (1983) The geotechnical properties of black cotton soils of North Eastern Nigeria. In: Ola SA (ed) Tropical soils of Nigeria in engineering practice. Balkema, Rotterdam, pp 160–178

    Google Scholar 

  • Olawuyi FO, Ogunwole SO, Akinn TN (2011) Economic analysis of locust bean processing and marketing in Iwo local government, Osun state. Int J Appl Agric Res IJAAAR 7(1&2):54–63

    Google Scholar 

  • Osinubi KJ (1995) Lime modification of black cotton soils. Spectr J 2(1):112–122

    Google Scholar 

  • Osinubi KJ (1999) Evaluation of admixture stabilization of Nigerian black cotton soils. Niger Soc Eng Tech Trans 34(3):88–96

    Google Scholar 

  • Osinubi KJ (2000) Stabilization of tropical black clay with cement and pulverized coal bottom ash admixture. In: Charles D, Shackelford S, Houston L, Nien YC (ed) Advances in unsaturated geotechnics, ASCE Geotechnical Special Publication, No. 99, pp 289–302  

  • Osinubi KJ (2001a) Influence of compaction energy levels and delays on cement treated soil. Niger Soc Eng Tech Trans 36(4):1–13

    Google Scholar 

  • Osinubi KJ (2001b) Stabilization of lateritic soil with cationic bitumen emulsion. J Eng Res 9(3&4):137–150

    Google Scholar 

  • Osinubi KJ, Eberemu AO (2006) Effect of bagasse ash on the strength of stabilized lateritic soil. In: Proceedings of 5th Nigerian materials congress (NIMACON 2006), 15–18 Nov, Abuja, Nigeria, pp 214–220

  • Osinubi KJ, Stephen TA (2007) Influence of compactive efforts on bagasse ash treated black cotton soil. Niger J Soil Environ Res 7:92–101

    Google Scholar 

  • Osinubi KJ, Bafyau V, Eberemu AO (2009a) Bagasse ash stabilization of lateritic soil. In: Yanful EK (ed) Contribtion to chapter 5 in appropriate technologies for environmental protection in the developing world. Springer, Berlin, pp 281–290

    Google Scholar 

  • Osinubi KJ, Akinmade OB, Eberemu AO (2009b) Stabilization potential of locust bean waste ash on black cotton soil. J Eng Res 14(2):1–13

    Google Scholar 

  • Osinubi KJ, Ijimdiya TS, Nmadu I (2009c) Lime stabilization of black cotton soil using bagasse ash as admixture. Advanced materials research. In: Advances in materials systems technologies II, vols 62–64. Trans Tech Publications, Switzerland, pp 3–10. http://www.scientific.net

  • Osinubi KJ, Soni EJ, Ijimdiya TS (2010). Lime and slag admixture improvement of tropical black clay road foundation. In: Transportation research board (TRB) 89th annual meeting CD-ROM, 10–14 Jan, Washington, DC, USA, subject: recycled materials in transportation infrastructure, session 243: AFP40—physico-chemical and biological processes in soils committee, Paper # .10-0585, pp 1–18

  • Osinubi KJ, Edeh JE, Onoja OJ (2012). Sawdust ash stabilization of reclaimed asphalt pavement. J ASTM Int, selected technical papers STP 1540 testing and specification of recycled materials for sustainable geotechnical construction. Edited by Tuncer Edil. pp 454–467. Paper ID JAI103751. www.astm.org

  • Plait RM (1953) Determination of swelling pressures of black cotton soil—a method. In: Proceedings of the third international conference on soil mechanics and foundation engineering, vo1 1, Zurich, Switzerland, 16–27 Aug 1953, pp 170–172

  • Smith RG (1992) Alternatives to ordinary Portland cement. Br Build Soc J 25:1–17

    Google Scholar 

  • Stephen AT (2005) Stabilization potential of bagasse ash on black cotton soil. Unpublished M.Sc thesis, Department of Civil Engineering, Ahmadu Bello University, Zaria

  • Transport and Road Research Laboratory, TRRL (1977) A guide to the structural design of bitumen-surfaced roads in tropical and sub-tropical countries. Road note 31, H.M.S.O., London

  • Umar KJ, Osinubi SY (2003) Effect of blast furnace slag (BFS) on the index properties of black cotton soil of Borno state, Nigeria. Niger Soc Eng Tech Trans 38(3):56–64

    Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, Ahmadu Bello University, Zaria, 810001, Kaduna State, Nigeria

    Kolawole J. Osinubi & Adrian O. Eberemu

  2. Federal Ministry of Power, Works and Housing (Works), Potiskum, Yobe State, Nigeria

    Olusegun B. Akinmade

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  1. Kolawole J. Osinubi
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  2. Adrian O. Eberemu
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  3. Olusegun B. Akinmade
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Correspondence to Adrian O. Eberemu.

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Osinubi, K.J., Eberemu, A.O. & Akinmade, O.B. Evaluation of Strength Characteristics of Tropical Black Clay Treated with Locust Bean Waste Ash. Geotech Geol Eng 34, 635–646 (2016). https://doi.org/10.1007/s10706-015-9972-7

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  • DOI: https://doi.org/10.1007/s10706-015-9972-7

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