References
[1] Bello AA, Ige JA. and Ayodele H. Stabilization of Lateritic Soil with Cassava Peel Ash, British Journal of Applied Science and Technology, 2015; 7 (6): 642-650, 2015.
[2] Okunade EA. Geotechnical Properties of some Coal FlyAsh Stabilized South Western Nigeria Lateritic Soil, Modern Applied Sciences, 2010; vol.4, No. 12, pp 66-73.
[3] Mustapha MA. Effect of Baggase Ash on Cement Stabilized Laterites. Seminar Paper presented at the department of Civil Engineering, Ahmadu Bello University, Zaria, Nigeria, 2005.
[4] Osinubi KJ Evaluation of Admixture Stabilization of Nigerian Black Cotton Soil, Nigerian Society of Engineers Technical Transaction, 1999; 34 (3), 88-96.
[5] Joel M. A Review of Partial Replacement of Cement with Agro-wastes, Nigerian Journal of Technology, 2010; Vol. 29, No 2.
[6] Amu OO, Ogunniyi SA, Oladeji, OO. Geotechnical Properties of Lateritic Soil stabilized with Sugarcane straw Ash, American Journal of Scientific and Industrial, 2011.
[7] Adhikary S, Jona K. Potentials for Rice Husk Ash as a Soil Stabilizer, International Journal of Latest Research in Engineering and Technology (IJLRET), 2016; ISSN: 2454-5031 Vol. 2, Issue 2, Feb. 2016. Pp. 40-48.
[8] Rathan RR, Banupriya S, Dharani R. Stabilization of Soil using the Rice Husk Ash, International Journal Computational Engineering Research (IJCER), 2016; Vol. 06, Issue 02, Feb., 2016.
[9] Akinleye JO, Salim RW, Oikelome KO, Olateju OT. The Use of Rice Husk Ash as a Stabilizing Agent in Lateritic Clay Soil, World Academy of Science, Engineering and Technology. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 2015; vol. 9, No. 11.
[10] Ahmad M. Rice Production in Nigeria hits 15 million tonnes. Premium Times Newspaper, Nigeria. 2017.
[11] Ogundipe OM. An Investigation into the Use of Lime-Stabilized Clay as Subgrade Material, International Journal of Scientific and Technology Research, 2013, Volume 2, Issue 10, October, 2013.
[12] BS 1377. Methods of Testing Soils For Civil Engineering Purposes, British
Standards Institute, London. 1990.
[13] ASTM. Special Procedures for Testing Soil and Rock for Civil Engineering Purpose. American Society for Testing and Materials (ASTM), 2004; West Conshohocken, PA, USA.
[14] AASHTO. Standard Specifications for Transportation Materials and Methods of Sampling and Testing (24th ed.), American Association of State Highway and Transportation Officials, 2004; Washington, D.C.
[15] Harini HN, Sureka N. Predicting CBR of Fine Grained Soils by Artificial Neural Network and Multiple Linear Regression, International Journal of Civil Engineering and Technology (IJCIET), 2014, vol. 5, Issue 2, Pp. 119- 126.
[16] Ola SA. Geotechnical properties and behavior of some Nigerian Lateritic Soil. In, S. A. Ola (ed), Tropical Soils of Nigeria in Engineering Practice (Pp. 61-84). A. Balkama // Rotterdam: Netherlands, 1983.
[17] Taskiran T. Prediction of California bearing ratio (CBR) of fine grained soils by AI methods, Advances in Engineering Software, 2010; Vol. 41: 886-892.
[18] Kaur S, Ubboveja VS, and Agarwal A. “Artificial Neural Network modeling for prediction of CBR,” 2011; Indian Highways,Vol.39,No.1,pp.31-37.
[19] Ramakrishna AN, Pradeep Kumar AV, Gowda K. Complex CBR (of BC
Soil-RHA-Cement Mix) Estimation: Made Easy by ANN Approach [A Soft
Computing Technique], Advanced Materials Research , 2011; Vols. 261-263 , pp 675-679.
[20] Yildrim, B. and Gunaydin, O. “Estimation of CBR by Soft Computing Systems, expert Systems with Applications,” Elsevier, 2011; 38: 6381-6391.
[21] Haykin, S. Neural Networks: A Compressive Foundation. Prentice Hall PTR Upper Saddle River, NJ, USA. 1994.
[22] Khademikia S, Haghizadeh A, Godini A, Khorramabadi GS. Artificial Neural Network- Cuckoo Optimization Algorithm (ANN-COA) for Optimal Control of Khorramabadi Wastewater Treatment Plant, Iran, Civil Engineering Journal, 2016; Vol. 2, No 11, pp. 555-567.
[23] Oluremi JR, Adedokun SI, Osuolade, OM. Stabilization of Poor Lateritic Soils with Coconut Husk Ash, International Journal of Engineering Research and Technology, 2012; ISSN 2278-0181,Vol.1- Issue 8.
[24] BS 1924. Methods of Test for Stabilized Soils. British Standards Institute, London; 1990.
[25] ASTM C 618. Standard Specification for Coal Flyash and raw or calcined natural pozzolan for use in concrete. American Society for Testing and Materials (ASTM), 2003; West Conshohocken, PA, USA.
[26] NIS-367. Standard Test Methods for the Characteristics of Cement (Part 1-Test for Physical Properties). Nigerian Industrial Standards (NIS), 1997.
[27] NIS-368-2. Standard Test Methods for the Characteristics of Cement (Part 2-Test for Chemical Properties). Nigerian Industrial Standards (NIS), 1990.
[28] Garber NJ, Hoel, LA. Traffic and Highway Engineering. Fourth Edition. ENGAGE Learning, 2009.
[29] Smith, GN. Probability and Statistics in Civil Engineering: An introduction,
Collins, London, 1986.
[30] www.mathworks.com. Documentation- plotperform-Plot network performance. Retrieved on March 29th 2019 at 5:13pm.
Conflict of Interests: The Authors of this research paper hereby declare that there is no conflict of interests whatsoever.