Influence of Cow Bone Powder on Selected Engineering Properties of Lime-Stabilized Soil

Article Preview

Abstract:

This study investigates the influence of cow bone powder (CBP) on consistency and compaction characteristics of lime-stabilized soil. Twelve soil samples were collected from four routes connecting Ado-Ekiti. Index and compaction tests were performed on the natural and stabilized samples. The soil samples were classified according to AASHTO groups and eventually restructured into four (4) groups: A-6, A-7-6, A-4, and A-7-5. They were named samples A, B, C, and D respectively. The oxide compositions of the samples were determined. Lime was blended with soils at proportions of 0, 2, 4, 6, 8,10 %, and the optimal lime content (LimeOpt) was obtained. The LimeOpt + soil mixture was mixed with 2, 4, 6, 8,10 % of CBP. The Soil + LimeOpt + CBP mixtures were subjected to consistency limits and compaction tests. Plasticity index (PI) of soils A, B, C, and D was 14.19, 21.06, 11.64, and 14.19 % respectively, while the MDD was 1640, 1730, 1630, and 1631 kg/m3. Soil A, B, C, and D + LimeOpt all had reduced PIs of 7.68, 16.40, 5.04, and 12.05%, respectively. For the MDD of soil + LimeOpt mixtures, 1789, 1920, 1906, and 1898 kg/m3 were also found for Samples A, B, C, and D. Soil + LimeOpt + CBP showed that both the PI (from 0.6 to 81.7%) and MDD (from 0.1 to 14.6%) improved. On the other hand, the addition of lime to soils A, B, C, and D showed that 8% lime content offered the optimal CBR performance. Further addition of CBP to the soil + LimeOpt mixtures equally improved both the soaked and unsoaked CBR of soils A, B, C, and D predominantly with 6% CBP addition offering the peak performance. This suggests that CBP is viable and can save cost, mitigate environmental hazards, and complement lime. Strength and durability evaluation of the ternary mixture is however recommended.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

201-216

Citation:

Online since:

January 2024

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2024 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S.Y. Amakye, S.J. Abbey, C.A. Booth, A-M. Mahamadu, Enhancing the engineering properties of subgrade materials using processed waste: A review, Geotechnics., 1(2), (2021) 307–329.

DOI: 10.3390/geotechnics1020015

Google Scholar

[2] C.A. Oyelami, J.L. Van Rooy, A review of the use of lateritic soils in the construction/development of sustainable housing in Africa: A geological perspective, J African Earth Sci., 119, (2016) 226–2.

DOI: 10.1016/j.jafrearsci.2016.03.018

Google Scholar

[3] G. S. Kumar, P. K. Saini, R. Deoliya, A. K. Mishra, S. K. Negi, Resources, conservation & recycling advances characterization of laterite soil and its use in construction applications: A review, Resour Conserv Recycl Adv., 16, (2022) 1-16.

DOI: 10.1016/j.rcradv.2022.200120

Google Scholar

[4] O. A. Adetayo, O. M. Umego, F. Faluyi, A. O. Odetoye, A. O. Bucknor, A. A. Busari, A. Sanni, Evaluation of pulverized cow bone ash and waste glass powder on the geotechnical properties of tropical laterite, Silicon., 14(5), (2022) 2097–2106.

DOI: 10.1007/s12633-021-00999-4

Google Scholar

[5] L.D. Jerez, O. E. Gómez, C. A. Murillo. Stabilization of Colombian lateritic soil with a hydrophobic compound (organosilane), Int J Pavement Res Technol., 11(6), (2018) 639 - 646.

DOI: 10.1016/j.ijprt.2018.06.001

Google Scholar

[6] C.C. Ikeagwuani, I. N. Obeta, J. C. Agunwamba, Stabilization of black cotton soil subgrade using sawdust ash and lime, Soils Found., 59(1), 2019 162 - 175.

DOI: 10.1016/j.sandf.2018.10.004

Google Scholar

[7] J. Lu, S. Y. Yanan, J. Chen, C-H. Lee, Z. Cai, H. D. Ruan, Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review, Transp Geotech., 40, (2023) 1 - 23.

DOI: 10.1016/j.trgeo.2023.100974

Google Scholar

[8] A. Behnood, Soil and clay stabilization with calcium- and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques, Transp Geotech., 17, (2018) 14 - 32.

DOI: 10.1016/j.trgeo.2018.08.002

Google Scholar

[9] C. C., Ikeagwuani, D. C. Nwonu, Emerging trends in expansive soil stabilisation: A review. J Rock Mech Geotech Eng., 11(2), (2019) 423 - 440.

DOI: 10.1016/j.jrmge.2018.08.013

Google Scholar

[10] I. I. Obianyo, A. A. Mahamat, E. N. Anosike-Francis, T. T. Stanislas, Y. Geng, K. C. Onyelowe, S. Odusanya, A. P. Onwualu, B. O. Soboyejo, Performance of lateritic soil stabilized with combination of bone and palm bunch ash for sustainable building applications, Cogent Eng.,8(1), (2021) 1–19.

DOI: 10.1080/23311916.2021.1921673

Google Scholar

[11] A. Adeboje, W. Kupolati, R. Sadiku, J. Ndambuki, D. Yussuf, C. Kambole, Utilization of pulverized cow bone (PCB) for stabilizing lateritic soil for road work, African J Sci Technol Dev., 9(4), (2017) 411 - 416.

DOI: 10.1080/20421338.2017.1340395

Google Scholar

[12] A. E. Modupe, T. M. A. Olayanju, O. D. Atoyebi, S. J. Aladegboye, T. F. Awolusi, A. A. Busari, P. O. Aderemi, O. C. Modupe, Performance evaluation of hot mix asphaltic concrete incorporating cow bone ash (CBA) as partial replacement for filler, IOP Conf Ser Mater Sci Eng., 640, (2019) 1–18.

DOI: 10.1088/1757-899X/640/1/012082

Google Scholar

[13] O.O. Ojuri, P.O. Osagie, B.D. Oluyemi-Ayibiowu, O. G. Fadugba, M. O. Tanimola, V. B. Chauhan, O.O. Jayejeje, Eco-friendly stabilization of highway lateritic soil with cow bone powder admixed lime and plastic granules reinforcement, Clean Waste Syst., 2, (2022) 1–12.

DOI: 10.1016/j.clwas.2022.100012

Google Scholar

[14] A.C. Apata, R.N. Egbo, U.U. Imoh, Comparative study on the stabilization of three southwestern lateritic soil for road work using pulverized cow bone (PCB), Int J Innov Sci Res Technol., 7(2), (2022) 325 - 3.

Google Scholar

[15] J.O. Etuke, E. Atikpo, B. O. Edogun, Enhancement of the bearing capacity of lateritic soil using pulverized cow bone. J Mater Eng Struct Comput., 2(2), (2023) 54 - 62.

Google Scholar

[16] A. I. Quadri, T. A. Wasiu, Assessment of some mechanical properties of concrete by partial replacement of cement with cow bone powder. J Adv Civ Eng Pract Res., 10, (2020) 10 - 18.

Google Scholar

[17] I. I. Obianyo, A. P. Onwualu, A. B. O. Soboyejo, Mechanical behaviour of lateritic soil stabilized with bone ash and hydrated lime for sustainable building applications, Case Stud Constr Mater., 12, (2020) 1 - 12.

DOI: 10.1016/j.cscm.2020.e00331

Google Scholar

[18] BS 17, Methods of testing soils for civil engineering purposes. British Standard Institution: London, UK, (1990).

Google Scholar

[19] I. N. Obeta, C. C. Ikeagwuani, C. M. Attama, J. Okafor, Stability and durability of sawdust ash-lime stabilized black cotton soil, Niger J Technol., 38(1), (2019) 75 - 80.

DOI: 10.4314/njt.v38i1.10

Google Scholar

[20] U. O. Emmanuel, I. Ogbonnaya, U. B. Uche, An investigation into the cause of road failure along Sagamu-Papalanto highway southwestern Nigeria, Geoenvironmental Disasters., 8(3), (2021) 1 - 19. doi: https://doi.org/10.1186/s40677-020-00174-8 (2021).

DOI: 10.1186/s40677-020-00174-8

Google Scholar

[21] Federal Ministry of Works and Housing, Government of the Federal Republic of Nigeria, General specifications (Roads and Bridges) 2, 1997.

Google Scholar

[22] J. S. Adekanmi, V. B. Adebayo, Moisture-density relationship of selected clay soils in Ekiti State, Nigeria, Electron J Geotech Eng., 21(16), (2016) 5421–5428.

Google Scholar

[23] O. S. Osuji, J. T. Akinwamide, Physico-chemical properties of lateritic soils in Ado-Ekiti, South Western Nigeria, Univers J Environ Res Technol., 7(1), (2018) 10–18.

Google Scholar

[24] B. M. Das, Principles of Geotechnical Engineering, Cengage Learning, Stamford, USA 2010.

Google Scholar

[25] A. A. Amadi, A. Okeiyi, Use of quick and hydrated lime in stabilization of lateritic soil: comparative analysis of laboratory data, Int J Geo-Engineering., 8(1), (2017) 1-13.

DOI: 10.1186/s40703-017-0041-3

Google Scholar

[26] A. K. Jha, P. V. Sivapullaiah, Mechanism of improvement in the strength and volume change behavior of lime stabilized soil, Eng Geol., 198, (2015) 53 - 64.

DOI: 10.1016/j.enggeo.2015.08.020

Google Scholar

[27] J. A. Baldovino, E. B. Moreira, W. Teixeira, R. L. S. Izzo, J. L. Rose, Effects of lime addition on geotechnical properties of sedimentary soil in Curitiba, Brazil, J Rock Mech Geotech Eng., 10(1), (2018) 188 - 194.

DOI: 10.1016/j.jrmge.2017.10.001

Google Scholar

[28] O. O. Amu, S. O. Faluyi, Determination of the optimum lime percentage for maximum dry density of Ado-Ekiti lateritic soil, Niger Acad Forum., 4(2), (2003) 4 - 7.

Google Scholar

[29] O. O. Amu, O. F. Bamisaye, I. A. Komolafe, The suitability and lime stabilization requirement of some lateritic soil samples as pavement construction materials, Int J Pure Appl Sci Technol., 2(1) (2011) 29 - 46.

Google Scholar

[30] A. Al-Swaidani, I. Hammoud, A. Meziab, Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil, J Rock Mech Geotech Eng., 8(5), (2016) 714 - 725.

DOI: 10.1016/j.jrmge.2016.04.002

Google Scholar

[31] M. Rosone, C. Celauro, A. Ferrari, Microstructure and shear strength evolution of a lime- treated clay for use in road construction, Int J Pavement Eng., (2018) 1–12.

DOI: 10.1080/10298436.2018.1524144

Google Scholar

[32] O. E. Oluwatuyi, B. O. Adeola, E. A. Alhassan, E. S. Nnochiri, A. E. Modupe, O. O. Elemile, T. Obayanju, G. Akerele, Ameliorating effect of milled eggshell on cement stabilized lateritic soil for highway construction, Case Stud Constr Mater., 9, (2018) 1 - 9. doi: 10.1016/j.cscm. 2018.e00191.

DOI: 10.1016/j.cscm.2018.e00191

Google Scholar

[33] A. B. Salahudeen, J. A. Sadeeq, Strength improvement of weak subgrade soil using cement and lime, FUOYE J Eng Technol., 4(1), (2019) 34 - 39.

DOI: 10.46792/fuoyejet.v4i1.249

Google Scholar

[34] J. O. Etuke, E. Atikpo, B. O. Edogun, The impact of pulverized cow bone on the Atterberg limits of lateritic soil from Uwheru town, Delta State, Nigeria, J Sci Technol Res., 5(2), (2023) 141 - 148.

Google Scholar

[35] A. K. Aremu, A. S. Duduyemi, Cement stabilized structural foundation lateritic soil with bone ash powder as additive, Arid Zo J Eng Technol Environ., 15(2), (2019) 479 - 487.

Google Scholar

[36] C. Etekume, Geotechnical properties of lateritic soil stabilized with bone ash and hydrated lime for road construction applications. M. Eng. Thesis, (2020) African University of Science and Technology, Abuja, Nigeria.

Google Scholar