A solid foundation is always essential when it comes to the construction of roads and pavements. The foundation must be constructed of a long-lasting material that can sustain years of traffic while remaining dependable. The shortage of good-quality durable materials for pavement structure (base, subbase, and subgrade) on construction sites is a common issue in highway and pavement construction. As a result, the individual and combined influences of Portland cement and sand on the stabilization of lateritic soil from Agu-Awka in Anambra State, Nigeria for road pavement were evaluated. The soil sample had a California Bearing Ratio (CBR) value of 24%. This demonstrated that the laterite was insufficient for both subbase and base course materials for road pavement and so required stabilization. The soil was stabilized by adding different percentages of cement in the range of 3%, 6%, 9%, and 12% by weight, as well as various percentages of fine sand in the range of 15%, 30%, 45%, and 60% by weight. The soil was additionally stabilized using varying percentages of both cement and sand, for a total of 16 mix combinations. A soil-cement mixture with 6% cement gave the maximum CBR of 175%, while a CBR of 86% was obtained in a soil-sand mixture with 30% sand. For soil-cement-sand mixtures, mixtures containing 6% cement and 45% sand, as well as 9% cement and 45% sand, yielded a CBR value of 112%. Consequently, some soil-cement, soil-sand, and soil-cement-sand mixtures satisfied the criterion for road pavement subbase and base course materials.
Cite this paper
Okonkwo, V. O. , Omaliko, I. K. and Ezema, N. M. (2022). Stabilization of Lateritic Soil with Portland Cement and Sand for Road Pavement. Open Access Library Journal, 9, e8560. doi: http://dx.doi.org/10.4236/oalib.1108560.
Little, D.N. and Nair, S. (2009) Recommended Practice for Stabilization of Subgrade Soils and Base Materials. NCHRP 20-07, Texas Transportation Institute, College Station.
Mosa, A., Taher, A. and Al-Jaberi, L. (2017) Improvement of Poor Subgrade Soils Using Cement Kiln Dust. Case Studies in Construction Materials, 7, 138-143.
https://doi.org/10.1016/j.cscm.2017.06.005
Firoozi, A., Guney Olgun, C., Firoozi, A. and Baghini, M. (2017) Fundamentals of Soil Stabilization. International Journal of Geo-Engineering, 8, Article No. 26.
https://doi.org/10.1186/s40703-017-0064-9
Hagos, H. (2017) Mechanical and Chemical Stabilization of Laterite Gravel with Crushed Stone Aggregate and Lime for Use as Flexible Pavement Material. A M.Sc. thesis submitted to the Department of Civil Engineering, Addis Ababa University, Addis Ababa.
Oluyemi-Ayibiowu, B. (2019) Stabilization of Lateritic Soils with Asphalt-Emulsion. Nigerian Journal of Technology, 38, 603-608.
https://doi.org/10.4314/njt.v38i3.9
Biswal, D.R., Sahoo, U.C. and Dash, S.R. (2018) Mechanical Characteristics of Cement Stabilized Granular Lateritic Soils for Use as Structural Layer of Pavement. Road Materials and Pavement Design, 21, 1204-1223.
https://doi.org/10.1080/14680629.2018.1545687
Makasa, B. (2007) Utilization and Improvement of Lateritic Gravels in Road Bases. International Institute for Aerospace Survey and Earth Sciences, Enschede.
Setiawan, I., Muzaidi, I. and Fitriansyah, M. (2020) Laterite Soil Behavior-Geotextile (Study of Laterite Soil, Tanah Laut District). IOP Conference Series: Materials Science and Engineering, 821, Article ID: 012017.
https://doi.org/10.1088/1757-899X/821/1/012017
Eisazadeh, A., Kassim, K.A. and Nur, H. (2012) Solid-State NMR and FTIR Studies of Lime Stabilized Montmorillonitic and Lateritic Clays. Applied Clay Science, 67-68, 5-10. https://doi.org/10.1016/j.clay.2012.05.006
Huan, Y., Siripun, K., Jitsangiam, P. and Nikraz, H. (2010) A Preliminary Study on Foamed Bitumen Stabilization for Western Australian Pavements. Scientific Research and Essays, 5, 3687-3700.
Jitsangiam, P., Boonserm, K., Phenrat, T., Chummuneerat, S., Chindaprasirt, P. and Nikraz, H. (2015) Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics. Journal of Materials in Civil Engineering, 27, Article ID: 04014270. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001245
Mengue, E., Mroueh, H., Lancelot, L. and Eko, R.M. (2017) Mechanical Improvement of a Fine-Grained Lateritic Soil Treated with Cement for Use in Road Construction. Journal of Materials in Civil Engineering, 29, Article ID: 04017206.
https://doi.org/10.1061/(ASCE)MT.1943-5533.0002059
Geremew, A. (2018) Experimental Performance Studies on the Improved Expansive Subgrade Soil Formation by Using Mechanical Stabilization with Natural Gravel around Jimma Quarry Sites. American Journal of Civil Engineering, 6, 154-161.
https://doi.org/10.11648/j.ajce.20180605.13
Correia, A. and Rasteiro, M. (2016) Nanotechnology Applied to Chemical Soil Stabilization. Procedia Engineering, 143, 1252-1259.
https://doi.org/10.1016/j.proeng.2016.06.113
Mahmud, Md., Firoz, Md, Farhana, A., Saurav, B., Mohiuddin, A. and Thahomina, J.N. (2016) Improvement of Sub Base Soil Using Sand-Cement Stabilization. American Journal of Civil Engineering, 4, 241-246.
https://doi.org/10.11648/j.ajce.20160405.15
Petry, T.M. and Little, D.N. (2002) Review of Stabilization of Clays and Expansive Soils in Pavement and Lightly Loaded Structures—History, Practice and Future. Journal of Materials in Civil Engineering, 14, 447-460.
https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(447)
Ali Ashraf, M. (2018) Determination of Optimum Cement Content for Stabilization of Soft Soil and Durability Analysis of Soil Stabilized with Cement. American Journal of Civil Engineering, 6, 39-43. https://doi.org/10.11648/j.ajce.20180601.17
Kundiri, A., Kundiri, A. and Mustapha, A. (2008) Cement Stabilization of Bama Ridge Soil. Nigerian Journal of Soil and Environmental Research, 7, 102-108.
https://doi.org/10.4314/njser.v7i1.28423
Ekeocha, N. and Egesi, N. (2014) Evaluation of Subgrade Soils Using California Bearing Ratio (CBR) in Parts of Rivers. Journal of Applied Sciences and Environmental Management, 18, 185-187. https://doi.org/10.4314/jasem.v18i2.5
Oluyinka, L. and Olubunmi, O. (2018) Geotechnical Properties of Lateritic Soil as Subgrade and Base Material for Road Construction in Abeokuta, Southwest Nigeria. International Journal of Advanced Geosciences, 6, 78-82.
https://doi.org/10.14419/ijag.v6i1.8952
Joel, M. (2006) Response of Igumale Shale to Chemical Stabilization for Road Work. Ph.D. thesis, Department of Civil Engineering, University of Nigeria, Nsukka.
Joel, M. and Agbede I.O. (2011) Mechanical-Cement Stabilization of Laterite for Use as Flexible Pavement Material. Journal of Materials in Civil Engineering, 23, 146-152. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000148
Mengue, E., Mroueh, H., Lancelot, L. and Eko, R.M. (2018) Evaluation of the Compressibility and Compressive Strength of a Compacted Cement Treated Laterite Soil for Road Application. Geotechnical and Geological Engineering, 36, 3831-3856.
https://doi.org/10.1007/s10706-018-0576-x
Stavridakis, J.E. (2005) A Critical Bound Meeting the Physical and Engineering Requirements for Best Cement Stabilization Effect on Clay Sand Mixtures. Electronic Journal of Geotechnical Engineering, 10, Article No. 0560.
Portelinha, F.H.M., Lima, D.C., Fontes, M.P.F. and Carvalho, C.A.B. (2012) Modification of a Lateritic Soil with Lime and Cement: An Economical Alternative for Flexible Pavement Layers. Soils and Rocks, 35, 51-63.
Biswal, D.R., Sahoo, U.C. and Dash, S.R. (2019) Durability And Shrinkage Studies Of Cement Stabilized Granular Lateritic Soils. International Journal of Pavement Engineering, 20, 1451-1462. https://doi.org/10.1080/10298436.2018.1433830
Jaritngam, S., Somchainuek, O. and Taneerananon, T. (2012) An Investigation of Lateritic Soil Cement for Sustainable Pavements. Indian Journal of Science and Technology, 5, 3603-3606. https://doi.org/10.17485/ijst/2012/v5i11.16
Li, W., Ni, P. and Yi, Y. (2019) Comparison of Reactive Magnesia, Quick Lime, and Ordinary Portland Cement for Stabilization/Solidification of Heavy Metal-Contaminated Soils. Science of the Total Environment, 671, 741-753.
https://doi.org/10.1016/j.scitotenv.2019.03.270
Sounthararajah, A., Bui, H.H., Nguyen, N., Jitsangiam, P. and Kodikara, J. (2018) Early-Age Fatigue Damage Assessment of Cement-Treated Bases under Repetitive Heavy Traffic Loading. Journal of Materials in Civil Engineering, 30, Article ID: 04018079. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002250
British Standards Institution (1990) BS 1377-1. Methods of Test for Soils for Civil Engineering Purposes—Part 1: General Requirements and Sample Preparation.