[1]. Shekhawat, P., Sharma, G., & Singh, R.M. (2023). Strength characteristics of hazardous wastes flyash and eggshell powder-based geopolymer-stabilized soft soil cured at ambient temperature. Arabian Journal of Geoscience, 16, 1–12.

[2]. Terzaghi, K. (1943). Theoretical Soil Mechanics, John Wiley & Sons, New York.

[3]. Meyerhof, G.G. (1951). The ultimate bearing capacity of foudations. Geotechnique, 2, 301–332.

[4]. Hansen, J.B. (1961). A General Formula for Bearing Capacity. Danish Geotech Institute, Copenhagen, Bulletin 1.

[5]. Vesić, A.S. (1973). Discussion of “Bearing Capacity Theory from Experimental Results.” Journal of the Soil Mechanics and Foundations Division, 99, 575–577.

[6]. Sridhar, R., & Prathapkumar, M.T. (2017). Behaviour of model footing resting on sand reinforced with number of layers of coir geotextile. Innovative Infrastructure Solution, 2, 1–8. https://doi.org/10.1007/s41062-017-0099-y.

[7]. Akhil, K.S., Sankar, N., & Chandrakaran, S. (2019). Behaviour of model footing on bamboo mat-reinforced sand beds. Soils and Foundations, 59, 1324–1335.

[8]. Sharma, A., & Singh, K. (2020). Bearing Capacity of Sand Admixed Pond Ash Reinforced with Natural Fiber. Journal of Natural Fibers, 00, 1–14.

[9]. Kolathayar, S., Sowmya, S. & Priyanka, E.( 2020). Comparative Study for Performance of Soil Bed Reinforced with Jute and Sisal Geocells as Alternatives to HDPE Geocells. International Journal of Geosynthetics and Ground Engineering, 6, 1–8.

[10]. Sharma, A., & Nallasivam, K. (2023). Comparison of Bearing Capacity Behavior of Strip Footing Resting on Sand-Admixed Pond Ash Reinforced with Natural Fiber and Geogrid. Indian Geotechnical Journal, 1-18.

[11]. Yaylaci, M., Abanoz, M., Yaylaci, E.U., Olmez, H., Sekban, D.M., & Birinci A. (2022). The contact problem of the functionally graded layer resting on rigid foundation pressed via rigid punch. Steel and Composite Structures, 43, 661.

[12]. Yaylaci, M., Yayli, M., Yaylaci, E.U., Olmez, H., & Birinci, A. (2021). Analyzing the contact problem of a functionally graded layer resting on an elastic half plane with theory of elasticity, finite element method and multilayer perceptron. Structural Engineering and Mechanics,78, 585–97.

[13]. Yaylaci, M., Yaylaci, E.U, Özdemir, M.E., Öztürk, Ş., & Sesli, H. (2023). Vibration and buckling analyses of FGM beam with edge crack: Finite element and multilayer perceptron methods. Steel and Composite Structures, 46(4), 565.

[14]. Özdemir, M.E., & Yaylaci, M. (2023). Research of the impact of material and flow properties on fluid-structure interaction in cage systems. Wind and structures, 36, 31.

[15]. Adıyaman, G., Öner, E., Yaylaci, M., & Birinci, A. (2023). A study on the contact problem of a layer consisting of functionally graded material (FGM) in the presence of body force. Journal of Mechanics of Materials and Structures, 18, 125–141.

[16]. Shekhawat, P., Shrivastava, S., & Shrivastava, N. (2019). Agricultural Waste Utilization in Sustainable and Resilient Construction. Springer Singapore.

[17]. Tan, T., Huat, B.B.K., Anggraini, V., & Shukla, S.K. (2021). Improving the engineering behaviour of residual soil with fly ash and treated natural fibres in alkaline condition. International Journal of Geotechnical Engineering, 15, 313–326.

[18]. Tan T., Huat, B.B.K, Anggraini, V., Shukla, S.K., & Nahazanan, H. (2021). Strength Behavior of Fly Ash-Stabilized Soil Reinforced with Coir Fibers in Alkaline Environment. Journal of Natural Fibers, 18, 1556–1569.

[19]. Yadav, J.S., & Tiwari, S.K. (2016). Behaviour of cement stabilized treated coir fibre-reinforced clay-pond ash mixtures. Journal of Building Engineering, 8, 131–140.

[20]. Yadav, J.S., Tiwari, S.K., & Shekhwat, P. (2018). Strength Behaviour of Clayey Soil Mixed with Pond Ash, Cement and Randomly Distributed Fibres. Transportation Infrastructure Geotechnology, 5.

[21]. Kamaruddin, F.A., Nahazanan, H., Huat, B.K., & Anggraini, V. (2020). Improvement of marine clay soil using lime and alkaline activation stabilized with inclusion of treated coir fibre. Applied Sciences (Switzerland), 10.

[22]. Kamaruddin, F.A., Anggraini, V., Huat, B.K., & Nahazanan, H. (2020). Wetting/drying behavior of lime and alkaline activation stabilized marine clay reinforced with modified coir fiber. Materials (Basel), 13, 1–18.

[23]. Kar, R.K., Pradhan, P.K., & Naik, A. (2014). Effect of randomly distributed coir fibers on strength characteristics of cohesive soil. Electronic Journal of Geotechnical Engineering, 19 G, 1567–83.

[24]. Menezes, L.C.P., Sousa, D.B., Sukar, S.F., & Ferreira, S.R.M. (2019). Analysis of the Physical-Mechanical Behavior of Clayey Sand Soil Improved with Coir Fiber. Soils and Rocks, 42, 31–42.

[25]. Sivakumar Babu, G.L., Vasudevan, A.K., Vinod, P., & Ajitha, B. (2009). Discussion: Evaluation of strength and stiffness response of coir-fibre-reinforced soil. Proceedings of the Institution of Civil Engineers: Ground Improvement, 162, 205–207.

[26]. Mittal, A. (2021). Effect of coir fibres on strength, thickness and cost of PMGSY roads. IOP Conference Series: Materials Science and Engineering, 1136, 012042.

[27]. Khatri, V.N., Dutta, R.K., & Katre, S. (2017). Shear strength, bearing ratio and settlement behavior of clay reinforced with chemically treated coir fibres. Jordan Journal of Civil Engineering, 11, 659–679.

[28]. Singh, H., & Hussain, Y. (2020). Utilization of waste coir fiber with polypropylene fiber for soil stabilization. Journal of Green Engineering, 10, 6076–6089.

[29]. Widianti, A., Diana, W., & Alghifari, M.R. (2021). Shear Strength and Elastic Modulus Behavior of Coconut Fiber-Reinforced Expansive Soil. IOP Conference Series: Materials Science and Engineering, 1144, 012043.

[30]. Rao, G.V., Dutta, R.K., & Ujwala, D. (2005). Strength characteristics of sand reinforced with coir fibres and coir geotextiles. Electronic Journal of Geotechnical Engineering, 10 G.

[31]. Sayida, M.K., Evangeline, S.Y., & Girish, M.S. (2020). Coir Geotextiles for Paved Roads: A Laboratory and Field Study Using Non-Plastic Soil as Subgrade. Journal of Natural Fibers, 17, 1329–1344.

[32]. Lal, D., Sankar, N., & Chandrakaran, S. (2017). Performance of Shallow Foundations Resting on Coir Geotextile Reinforced Sand Bed. Soil Mechanics and Foundation Engineering, 54, 60–64.

[33]. Lal, D., Sankar, N., & Chandrakaran, S.( 2017). Effect of reinforcement form on the behaviour of coir geotextile reinforced sand beds. Soils and Foundations, 57, 227–236.

[34]. Lal, D., Sankar, N., & Chandrakaran S. (2018). Effect of reinforcement form on the behaviour of coir geotextile-reinforced sand through laboratory triaxial compression tests. International Journal of Geotechnical Engineering, 12, 309–315.

[35]. Vinod, P., & Bhaskar, A.B. (2012). Model studies on woven coir geotextile-reinforced sand bed. Proceedings of the Institution of Civil Engineers: Ground Improvement, 165, 53–57.

[36]. Subaida, E.A., Chandrakaran, S., & Sankar N. (2008). Experimental investigations on tensile and pullout behaviour of woven coir geotextiles. Geotextiles and Geomembranes, 26, 384–392.

[37]. Entidhar, T. Al-Taie. (2019). Evaluation of Settlement and Bearing Capacity of Embankment on Soft Soil With Reinforced Geogrids. International Journal of Engineering Research and Technology, V8.

[38]. Al-Ameri, A.F., Hussein, S.A., & Mekkiyah, H. (2020). Estimate the bearing capacity of full-scale model shallow foundations on layered-soil using PLAXIS. Solid State Technology, 63, 1775–1787.

[39]. Yaylaci, M., Abanoz, M., Yaylaci, E.U., Ölmez, H., Sekban, D.M., & Birinci, A. (2022). Evaluation of the contact problem of functionally graded layer resting on rigid foundation pressed via rigid punch by analytical and numerical (FEM and MLP) methods. Archive of Applied Mechanics, 92, 1953–1971.

[40]. Turan, M., Uzun, Yaylaci, E., & Yaylaci. M. (2023). Free vibration and buckling of functionally graded porous beams using analytical, finite element, and artificial neural network methods. Archive of Applied Mechanics. 93, 1351–1372.

[41]. Yaylaci, M., Şabano, B.Ş., Özdemir, M.E., & Birinci, A. (2022). Solving the contact problem of functionally graded layers resting on a HP and pressed with a uniformly distributed load by analytical and numerical methods. Structural Engineering and Mechanics, An Int'l Journal, 82, 401–416.

[42]. Yaylaci, E.U., Öner, E., Yaylaci M., Özdemir, M.E., Abushattal, A., & Birinci, A. (2022). Application of artificial neural networks in the analysis of the continuous contact problem. Structural Engineering and Mechanics, An Int'l Journal, 84, 35–48.

[43]. Yaylaci, M. (2022). Simulate of edge and an internal crack problem and estimation of stress intensity factor through finite element method. Advances in nano research, 12, 405.

[44]. Yaylaci, M., Uzun Yaylaci, E., Özdemir, M.E., Ay, S., & Özturk, S. (2022). Implementation of finite element and artificial neural network methods to analyze the contact problem of a functionally graded layer containing crack.

[45]. Yaylaci, M. (2016). The investigation crack problem through numerical analysis. Structural Engineering and Mechanics, An Int'l Journal, 57, 1143–1156.

[46]. Öner, E., Şengül Şabano, B., Uzun Yaylaci, E., Adiyaman, G., Yaylaci, M., & Birinci A. (2022). On the plane receding contact between two functionally graded layers using computational, finite element and artificial neural network methods. ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte Mathematik und Mechanik, 102, e202100287.

[47]. Devore, J.L., & Farnum, N.R. (1999). Statistics for engineers and scientists.

[48]. Dielman, T.E. (2001). Applied regression analysis for business and economics. Duxbury/Thomson Learning Pacific Grove, CA.