سامانه مدیریت نشریات علمی دانشگاه صنعتی شاهرود

Adamolekun, Lateef, Olamide, Taiwo, Saliu, Muyideen, Kahraman, Esma, Jebutu, Victor, Fissha, Yewuhalashet, Akinlabi, Adams. (1403). Assessment of Chemical and Geotechnical Properties for Optimal Selection of Nigerian Laterite Soil as Liner Material in Solid Waste Landfills. , 16(1), 207-221. doi: 10.22044/jme.2024.14762.2794
Lateef Bankole Adamolekun; Taiwo Blessing Olamide; Muyideen Alade Saliu; Esma Kahraman; Victor Afolabi Jebutu; Yewuhalashet Fissha; Adams Abiodun Akinlabi. "Assessment of Chemical and Geotechnical Properties for Optimal Selection of Nigerian Laterite Soil as Liner Material in Solid Waste Landfills". , 16, 1, 1403, 207-221. doi: 10.22044/jme.2024.14762.2794
Adamolekun, Lateef, Olamide, Taiwo, Saliu, Muyideen, Kahraman, Esma, Jebutu, Victor, Fissha, Yewuhalashet, Akinlabi, Adams. (1403). 'Assessment of Chemical and Geotechnical Properties for Optimal Selection of Nigerian Laterite Soil as Liner Material in Solid Waste Landfills', , 16(1), pp. 207-221. doi: 10.22044/jme.2024.14762.2794
Adamolekun, Lateef, Olamide, Taiwo, Saliu, Muyideen, Kahraman, Esma, Jebutu, Victor, Fissha, Yewuhalashet, Akinlabi, Adams. Assessment of Chemical and Geotechnical Properties for Optimal Selection of Nigerian Laterite Soil as Liner Material in Solid Waste Landfills. , 1403; 16(1): 207-221. doi: 10.22044/jme.2024.14762.2794

Assessment of Chemical and Geotechnical Properties for Optimal Selection of Nigerian Laterite Soil as Liner Material in Solid Waste Landfills

Journal of Mining and Environment
مقاله 12، دوره 16، شماره 1، فروردین 2025، صفحه 207-221    اصل مقاله (3.9 M)
نوع مقاله: Original Research Paper
شناسه دیجیتال (DOI): 10.22044/jme.2024.14762.2794
نویسندگان
Lateef Bankole Adamolekun1، 2؛ Taiwo Blessing Olamide2؛ Muyideen Alade Saliu2؛ Esma Kahraman* 3؛ Victor Afolabi Jebutu4؛ Yewuhalashet Fissha5، 6؛ Adams Abiodun Akinlabi2
1Mining Engineering Department, Dangote Cement, Gboko, Benue State, Nigeria
2Department of Mining Engineering, Federal University of Technology Akure, Nigeria
3Department of Mining Engineering, Cukurova University, Adana, Türkiye
4Engineering Management, University of Bolton, England
5Department of Geosciences, Geotechnology and Materials Engineering for Resources, Graduate School of International Resource Sciences, Akita University, Japan
6Department of Mining Engineering, Aksum University, Aksum, Tigray, Ethiopia
چکیده
Examining the applicability of laterite clay for landfill and other engineering applications is critical due to the daily challenges that practitioners face as a result of material property variation. The suitability of seven selected laterite deposits in southwestern Nigeria as usable liner material in solid waste landfill construction was investigated in this study, taking geotechnical properties and chemical composition into account. Purposive samples were collected and tested in accordance with ASTM standard procedures for analyzing geotechnical properties. X-ray diffraction analysis was used to determine the soil's clay mineral composition. The clay mineral composition of the soil was determined using X-ray diffraction analysis. The geotechnical analysis revealed the following ranges for the samples: gravel particle size percentage (3.7% to 34.0%), fines particle size percentage (17.4% to 71.7%), liquid limit (28.1% to 65.8%), plasticity index (3.95 to 45.53), activity (0.44 to 0.81), coefficient of permeability (6.75 x10-10 m/s to 5.80 x 10-6 m/s), specific gravity (2.639 to 2.768), and maximum dry density (1462 kg/m3 to 2065 kg/m3). X-ray diffraction test revealed that the clay minerals content in the seven location clay deposit varies depending on location. The study revealed that the clay mineralogical composition affects the suitability of the soil as a landfill liner material. Four among the seven clay deposits considered in this study were found suitable as a liner for solid waste landfills as compared with landfill material standard specifications.
کلیدواژه‌ها
Laterite؛ Waste disposal؛ landfill؛ soil suitability investigator؛ geotechnical property
مراجع
  • Un-Habitat (2010). Solid waste management in the world's cities. Un-Habitat.
  • Adeoye, G. O., Ogunsanwo. O., & Ige, O. O. (2013). Geotechnical evaluation of some soils from part of southwester Nigeria usable as liners in waste disposal landfills. Civil and Environmental Research, 3(7):107-114.
  • Buekens, A. G. (1998). Solid waste management. In Environmental Management in Practice: Compartments, Stressors and Sectors (Vol.2). Routledge London and New York.
  • Daramola, S. O., and Ilasanmi B. I. (2019). Geotechnical Evaluation of some Lateritis Soils from Ore, Southwestern Nigeria as Liners in Landfills. Current Journal of Applied Science and Technology, 32(1):19778:1-7.
  • Broderick, G. P., & Daniel D. E. (1990). Stabilizing compacted clay against chemical attack. Journal of Geotechnical Engineering, 116 (10):1549 – 1567.
  • Oeltzschner, H. (1992). Anforderin an die Geologic, Hydrogeologe und Geotechnik biem bau von deponie. Thorme-kozmiensky K. J. ed. Addichtung von Deponien und Altlasten. E. F. Verlag fur Energie und Umwelttechnik GmbH, Berlin. pp. 53 – 82.
  • Daniel, D. E. (Ed.) (1993) Geotechnical Practice for Waste Disposal, Chapman and Hall.
  • Benson, C. H., Zhai, H., & Wang, X. (1994). Estimating Hydraulic Conductivity of Clay Liners, Journal of Geotechnical Engineering, 120 (2):366-387.
  • Rowe, R. K. (2005). Long-term performance of contaminant systems. Geotechnique, 55(9):631 – 678.
  • Rowe, R. K., Quigley, R. M., & Booker, J. R. (1995). Clayey barrier systems for water disposal facilities. Chapman & Hall.
  • Stern, R. T., & Shackelford, C. D. (1998). Permeation of sand-processed clay mixtures with calcium chloride solutions. Journal of Geotechnical and Geoenvironmental Engineering, 124 (3):231-241.
  • Ige, O. O. (2010). Assessment of geotechnical properties of migmatite-gneiss derived residual soil from Ilorin, Southwestern Nigeria, as barrier in sanitary landfills. Continental Journal of Earth Sciences, 5 (1): 32-41.
  • Fatoyinbo, I. O., Bello, A. A., Olajire, O. O., Oluwaniyi, O. E., Olabode, O. F., Aremu A. L., & Omoniyi, L. A. (2020). Municipal solid waste landfill site selection: a geotechnical and geoenvironmental-based geospatial approach. Environmental Earth Science, 79 (10):1-17.
  • Omoniyi, I. O., Olufemi, O., & Abdulwahid, A. K. (2014). Geotechnical and mineralogical evaluation of some lateritic soils from Southwestern Nigeria. EJGE, 19: 301-312.
  • Coulthard, J. M., and Bell, F. G. (1993). The engineering geology of the lower Lias clay at Blockley, Gloucestershire, UK. Geotechnical & Geological Engineering, 11 (3): 185-201.
  • Tardy, Y. (1992). Diversity and terminology of lateritic profiles. In Developments in earth surface processes. 2: 379-405.
  • Oyelami, C. A., & Van Rooy, J. L. (2016). A review of the use of lateritic soils in the construction/development of sustainable housing in Africa: A geological perspective. Journal of African Earth Science 119:226-237.
  • Onyelowe Ken, C., & Okafor, F. O., (2013). Quarry dust improvement of laterite for road base. World Journal of Engineering Science.
  • Adeyemi, G. O., & Wahab, K. A. (2008). Variability in the Geotechnical Properties of a Laterite Soil from South Western Nigeria. Bull Eng Geol Environ 7:579–584.
  • Adebisi, N. O., Adeyemi, G. O., Olufemi, S. O., & Songca, S. P. (2013). Important properties of clay content of lateritic soils for engineering project. Journal of Geography and Geology, 5(2):99-115. http://dx.doi.org/10.5539/jgg.v5n2p99.
  • Etim, R. K., Attah, I. C., & Yohanna, P. (2020). Experimental study on potential of oyster shell ash in structural strength improvement of lateritic soil for road construction. International Journal of Pavement Research and Technology, 13:341-351.
  • Obianyo, I. I., Mahamat, A. A., Anosike-Francis, E. N., Stanislas, T. T., Geng, Y., Onyelowe, K. C., & Soboyejo, A. B. (2021). Performance of lateritic soil stabilized with combination of bone and palm bunch ash for sustainable building applications. Cogent Engineering, 8(1), 1921673.
  • Ojuri, O. O., & Oluwatuyi, O. E. (2018). Compacted sawdust ash-lime stabilised soil-based hydraulic barriers for waste containment. In: Proceedings of The Institution of Civil Engineers– Waste and Resource Management, 171(2). pp. 52–60
  • Ogundipe, O. M. (2008). Road pavement failure caused by poor soil properties along Aramoko-Ilesha Highway Nigeria. Journal of Engineering & Applied Sciences, 3(3):239-241.
  • Adamu, L. M., Lekdukun, M. O., Adesina, D. A., Emmanuel, A. U., Ibrah, S. O., & Adamu, N. (2024). Geology, Petrology and Geochemistry of the Basement Rocks around Ihima, Southwestern Basement Complex, Nigeria. Reading Time, 2024, 02-01.
  • Ige, O. O., Ogunsanwo, O. O., & Inyang, H. I., (2010). Characterization of terrain and biotite gneiss derived laterite soils in Ilorin, Nigeria, for use in landfill barriers. Global Journal of Geological Sciences, 9(1):1-9.
  • Oyinloye, A. O. (2011). Geology and geotectonic setting of the Basement Complex rocks in Southwestern Nigeria: Implications on provenance and evolution. Earth and Environmental Sciences, (978-953), 307-468.
  • ASTM (2007a). D 422-63 – Standard Test Methods for Particle-Size Analysis of Soils. ASTM International, West Conshohocken, PA, pp. 1 – 8.
  • ASTM (2010) D-4318 – Standard Test Methods for Liquid Limit, Plastic Limit, Plasticity Index of Soils, Annual book of ASTM standards, PA, 19428-2959 USA, Vol. 04, No. 08, pp. 32.
  • ASTM (2012) D 2434–Standard Test Methods for Permeability of Granular Soils (Constant Head), ASTM International, West Conshohocken, PA, pp. 1 – 15.
  • ASTM (2002) D 854-00 - Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM International, West Conshohocken, PA, pp. 2.
  • ASTM (2007b) D 698–Standard Test Methods for Laboratory Compaction Characteristics of Soil using Standard Effort (12,400 ft-Ibs/ft3(600 kN-m/m)). ASTM International, West Conshohocken, Pennsylvania, United States, pp. 1 – 14.
  • Brown, G., & Brindley, G.W. (1980). X-ray diffraction procedures for clay mineral identification, In: Bringley, G. W., Brown, G.W.G. (Eds.), Crystal Structure of Clay Minerals and Their X-Ray Identification. Mineralogical Society, London.
  • Ogunsanwo, O. (1996). Geotechnical investigation of some soils from southwestern Nigeria for use as mineral scale in waste disposal landfills. Bulletin of International Association of Engineering Geologists, Paris. 54:119 – 123.
  • Skempton, A. (1953). The colloidal activity of clay. Conference of Soil mechanics, Zurich. 57 – 61.
  • Murphy, R., & Garwell, E. J. (1998). Infiltration rate through landfill liners. Florida Centre For Solid and Hazardous Waste Management Report. http:www.floridacentre.org/publications.
  • Mark, Y. (2002). Geology and geotechnical investigation of the proposed anterbury regional landfill Kate valley. North Canterbury Transwaste Canterbury Ltd. 147p.
  • Fred, L., & Anne, J. (2005). Flawed Technology of Subtitle D. Landfill Municipal Solid Waste, 69p.
  • Kabir, M. H., & Taha, T. R. (2006). Sedimentary residual soils as a hydraulic barrier in waste containment system. 2nd International Conference on Advances in Soft Soil Engineering. Technology Putrajaye, Malaysia. 894 – 904.
  • Reeves, G. M., Sims, I., & Cripps, J. C. (2006). Clay Materials Used in Construction, Geological Society, London, Engineering Geology Special Publication, 21:380 – 420.
آمار
تعداد مشاهده مقاله: 152
تعداد دریافت فایل اصل مقاله: 189