Abstract
This research evaluated the ternary blend of agricultural waste in cow bone ash, industrial waste glass powder and cement in improving the Geotechnical properties of tropical lateritic soil. Soil samples were collected at depths ranging from 0.25 to 1.5 meters from two different pits dug inside the premises of Federal University Oye Ekiti, Ikole Campus. Preliminary tests were performed on the soil samples in their natural states and when stabilized with varying percentage of cement. Pulverized Cow Bone Ash and Waste Glass (PCBAWG) in the ratio 1:1 were introduced to the soil in varying proportions of 2 %, 4 %, 6 %, 8 % and 10 % along with optimum cement by weight of the soil sample. The strength index of the soil was assessed by examining the maximum dry density, optimum moisture content and the California Bearing Ratio (CBR) of the soil as well as the shear stress. The results of the preliminary investigation revealed the soil samples according AASHTO soil grouping; as A-2-4 lateritic clay and A-3 silty sand (non-plastic). The direct shear test results revealed that A-2-4 grouping had the best Geotechnical characteristics at 1.5m depth of excavation, while A-3 exhibited best Geotechnical soil characteristics at 1.25 m depth. There exists a positive relationship in the maximum dry density and optimum moisture content recorded. At optimum cement, the values of the unsoaked CBR of the soil samples greatly expanded and with the addition of 2 % PCBAWG, the CBR estimation of the lateritic clay decreased from 17.21–15.96 %, while that of silty sand increased from 11.00–16.28 %. The outcome of this research will aid Engineers, Environmentalist and construction workers on the utilization of these wastes in structural foundation construction in track with the sustainable development goals.
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Data Availability
The data that support the findings of this study are available on request from the corresponding author, [O.A. Adetayo].
References
Balkaya M (2018) Beneficial use of dredged materials in geotechnical engineering. Environ Sci Eng :21–38. https://doi.org/10.1007/978-3-319-95888-0_3
Achmad F, Zuraidah D, Usama JF (2016) Soil engineering properties improvement by utilization of cut waste plastic and crushed waste glass as additive. Int J Eng Technol 8(1):15–18
Fidelis AA, Songo CT, Ebiegberi O (2018) Geotechnical considerations for the design and construction of foundations in a marshy stream channel of Iwochang - Ibeno, Eastern Niger Delta, Nigeria. J Civ Constr Environ Eng 3(6):154–170. https://doi.org/10.11648/j.jccee.20180306.11
Oyelami CA, Van Rooy JL (2016) A review of the use of lateritic soils in the construction/development of sustainable housing in Africa: A geological perspective. J Afr Earth Sci 119:226–237
Bunawan AR, Yaacob H, Noor NM (2014) Relationship between strength and liquidity index of cement stabilized laterite for subgrade application. Int J Soil Sci 9(1):16–21
Amu OO, Adetayo OA, Alabi OS (2019) Modification of cement stabilized structural lateritic pulverized snail shell. Acta Technica Corviniensis - Bull Eng 12(4):63–68
Ikeagwuani CC, Nwonu DC (2019) Emerging trends in expansive soil stabilisation: A review. J Rock Mech Geotech Eng 11(2):423–440
Das S, Lee SH, Kumar P, Kim KH, Lee SS, Bhattacharya SS (2019) Solid waste management: Scope and the challenge of sustainability. J Clean Prod 228:658–678
Ahmed B, Rahman A, Das J (2015) Improvement of subgrade CBR value by using bagasse ash and eggshell powder. Int J Adv Struct Geotech Eng 4(2):86–91
Priya I, Sharma A (2019) Effect of ground granulated blast furnace slag and fly ash on the CBR and UCS of clayey soil. Int J Eng Trends Technol 67(12):89–94
Adedokun SI, Oluremi JR, Obebe DS (2019) Effects of glass fines on the geotechnical properties of cement stabilized lateritic soil. Int J Eng Res Afr 45:42–52
Ajeet R, Geet S, Shubham S, Yash S (2018) Soil stabilization using powdered glass. Int Res J Eng Technol 5:1054–1056
Yilmaz Y, Coban HS, Cetin B, Edil TB (2019) Use of standard and off-spec fly ashes for soil stabilization. J Mater Civ Eng 31(2):04018390
Saxena D (2017) Effects of marble powder and fine sand on properties of expansive soil. Int J Eng Trends Technol 52:12–16
Prasad DS, Anjan Kumar M, Prasada Raju GV (2017) Influence of quarry dust and tile waste on geotechnical properties of expansive soil. Indian geotechnical conference GeoNEst, IIT Guwahati, Th 9:761–764
Onyelowe KC, Ubachukwu OA (2015) Stabilization of olokoro-umuahia lateritic soil using palm bunch ash as admixture. Umudike J Eng Technol 1(2):67–77
Okafor FO, Okonkwo UN (2009) Effects of rice husk ash on some geotechnical properties of lateritic soil. Niger J Technol 28(1):46–52
Owamah HI, Atikpo E, Oluwatuyi O, Oluwatomisin AM (2017) Geotechnical properties of clayey soil stabilized with cement-sawdust ash for highway construction. J Appl Sci Environ Manag 21(7):1378–1381
Adetayo OA, Amu OO (2020) Properties of groundnut shell ash on lime stabilized structural lateritic soil for highway structural works. Walailak J Sci Technol 18(1). Retrieved from: http://wjst.wu.ac.th/index.php/wjst/article/view/9475
Busari A, Oyedepo J, Ofuyatan O, Nurain S, Ajayi S, Oti MN (2018) Sustainability in road construction: using bamboo straw ash to improve the index properties of lateritic soil. Eur J Sustain Dev 7(1):89–97
Adetayo OA, Amu OO, Ilori AO (2019) Cement stabilized structural foundation lateritic soil with bone ash powder as additive. Arid zone J Eng Technol Environ 15(2):479–487
Adeyemo KA, Yunusa GH, Bello AA (2020) Effect of compactive efforts on hydraulic conductivity of black cotton soil treated with cassava peel ash. UNIOSUN J Eng Environ Sci 1(1):11–18
Adebayo VB, Adebayo TD, Popoola OO (2017) Effects of guinea corn husk ash and lime mixtures on lateritic soil for highway construction. J Multidiscip Eng Sci Technol 4(10):1–7
Nnochiri ES, Adetayo OA (2019) Geotechnical properties of lateritic soil stabilized with corn cob ash. Acta Technica Corviniensis - Bull Eng 12(1):73–76
Babayemi JO, Ogundiran MB, Osibanjo O (2016) Overview of environmental hazards and health effects of pollution in developing countries: a case study of Nigeria. Environ Qual Manag 26(1):51–71
Noor ST, Uddin R (2017) Effect of lime stabilization on the alteration of engineering properties of cohesive soil. Global Civil Engineering Conference 1257–1264
Nalobile P, Wachira JM, Thiong’o JK, Marangu JM (2020) A Review on pyroprocessing techniques for selected wastes used for blended cement production applications. Adv Civ Eng 2020(3):1–12
Adeboje AO, Kupolati WK, Sadiku ER, Ndambuki JM, Owolabi AO, Kambole C (2020) Stabilisation of lateritic soil with pulverised ceramic waste for road construction. Int J Environ Eng 10(3):221–242
Oluwatuyi OE, Ashaka EC, Ojuri OO (2019) Cement stabilization treatment of lead and naphthalene contaminated lateritic soils. J Environ Eng Landsc Manag 27(1):41–48
Omoniyi KI, Okunola OJ (2015) Comparative studies of physico-chemical properties of some selected cements in Nigeria. Niger J Technol Dev 12(2):54–60
ASTM D 4318 (2010) Standard test method for liquid limit, plastic and plasticity index of soils. American Society for Testing and Materials, ASTM International, Conshohocken
ASTM D 422–63 (2010) Standard test method for particle-size analysis of soils. American Society for Testing and Materials, ASTM International, Conshohocken
ASTM D 698 (2012) Standard test method for laboratory compaction characteristics of soil using standard effort. American Society for Testing and Materials, ASTM International, Conshohocken
ASTM D1883 (1999) Standard test method for CBR (California bearing ratio) of laboratory compacted soils. American Society for Testing and Materials, ASTM International, Conshohocken
AASHTO (1993) The AASHTO guide for design of pavement structures. AmericanAssociation of State Highway and Transportation Officials, Washington, D.C
Liu H, Lyu X, Wang J, He X, Zhang Y (2020) The dependence between shear strength parameters and microstructure of subgrade soil in seasonal permafrost area. Sustainability 12(3):1264
Zhong SQ, Zhong M, Wei CF, Zhang WH, Hu FN (2016) Shear strength features of soils developed from purple clay rock and containing less than two-millimeter rock fragments. J Mt Sci 13(8):1464–1480
Obianyo II, Anosike-Francis EN, Ihekweme GO, Geng Y, Jin R, Onwualu AP, Soboyejo AB (2020) Multivariate regression models for predicting the compressive strength of bone ash stabilized lateritic soil for sustainable building. Constr Build Mater 263:120677
Lamidi IO, Olomo RO, Mujedu KA, Alao MO (2017) Evaluation of rice husk ash and bone ash mixed as partial replacement of cement in concrete. Technology (ICONSEET) 2(34):258–264
Samuel SA, Oparaku LA, Itodo IN (2019) Physico–chemical and mechanical properties of soils of owukpa lower coal measure geological formation of anambra basin-nigeria. Int J Eng Adv Technol 8(3):1–5
Lakshmi SM, Subramanian S, Lalithambikhai MP, Vela AM, Ashni M (2016) Evaluation of soaked and unsoaked CBR values of soil based on the compaction characteristics. Malays J Civ Eng 28(2):172–182
Gül Y, Çayir HM (2019) Prediction of the California bearing ratio from some field measurements of soils. Proc Inst Civ Eng Munic Eng 173(3):1–26
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The authors gratefully acknowledge the Tertiary Education Trust Fund (TETFund) of Nigeria for the financial support and help that leads to this publication.
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Oluwaseun Adedapo Adetayo wrote the manuscript and provided all data for the Tables, he was assisted by both Okwunna Umego and Ademola Sanni. Oluwaseun Adedapo Adetayo and Adefunke Odetoye conducted all the tests carried out in the manuscript. Oluwaseun Adedapo Adetayo, Feyidamilola Faluyi and Anthony Buchnor conducted all statistical analyses. All authors reviewed the final manuscript.
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Adetayo, O.A., Umego, O.M., Faluyi, F. et al. Evaluation of Pulverized Cow Bone Ash and Waste Glass Powder on the Geotechnical Properties of Tropical Laterite. Silicon 14, 2097–2106 (2022). https://doi.org/10.1007/s12633-021-00999-4
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DOI: https://doi.org/10.1007/s12633-021-00999-4