[1]. Meyerhof, G.G. (1957). The ultimate bearing capacity of foundations on slopes. In Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering (Vol. 1, pp. 384-386).
[2]. Graham, J., Andrews, M., and Shields, D.H. (1988). Stress characteristics for shallow footings in cohesionless slopes. Canadian Geotechnical Journal, 25 (2): 238-249.
[3]. Saran, S., Sud, V.K., and Handa, S.C. (1989). Bearing capacity of footings adjacent to slopes. Journal of geotechnical engineering, 115 (4): 553-573.
[4]. Narita, K. and Yamaguchi, H. (1990). Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces. Soils and Foundations, 30 (3): 144-152.
[5]. Selvadurai, A.P.S. and Gnanendran, C.T. (1989). An experimental study of a footing located on a sloped fill: influence of a soil reinforcement layer. Canadian Geotechnical Journal, 26 (3): 467-473.
[6]. Yoo, C. (2001). Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope. Geotextiles and Geomembranes, 19 (5): 279-298.
[7]. Saleh, N.M. (2002). Behavior of footings under centric and eccentric loads adjacent to reinforced slopes. Ain Shams Univ Sci Bull, 37 (4): 41-63.
[8]. Kaur, A. and Sharma, R.K. (2016). Slope stability analysis techniques: A review. International Journal of Engineering Applied Sciences and Technology, 1 (4): 52-57.
[9]. Sharma, R.K. and Bhardwaj, A. (2019). Effect of construction demolition and glass waste on stabilization of clayey soil. In Proceedings of the 1st International Conference on Sustainable Waste Management through Design: IC_SWMD 2018 1 (pp. 87-94). Springer International Publishing.
[10]. Bhardwaj, A. and Sharma, R.K. (2020). Effect of industrial wastes and lime on strength characteristics of clayey soil. Journal of Engineering, Design and Technology.
[11]. Bhardwaj, A., Sharma, R.K., and Sharma, A. (2021). Stabilization of clayey soil using waste foundry sand and molasses. In Sustainable Development Through Engineering Innovations: Select Proceedings of SDEI 2020 (pp. 641-649). Springer Singapore.
[12]. Bhardwaj, A., and Sharma, R.K. (2022). Bearing Capacity Evaluation of Shallow Foundations on Stabilized Layered Soil using ABAQUS. Studia Geotechnica et Mechanica.
[13]. Hassiotis, S., Chameau, J.L., and Gunaratne, M. (1997). Design method for stabilization of slopes with piles. Journal of Geotechnical and Geoenvironmental Engineering, 123 (4): 314-323.
[14]. Lee, C.Y., Hull, T.S., and Poulos, H.G. (1995). Simplified pile-slope stability analysis. Computers and Geotechnics, 17 (1): 1-16.
[15]. Cai, F. and Ugai, K. (2000). Numerical analysis of the stability of a slope reinforced with piles. Soils and foundations, 40 (1): 73-84.
[16]. Ausilio, E., Conte, E., and Dente, G. (2001). Stability analysis of slopes reinforced with piles. Computers and Geotechnics, 28 (8): 591-611.
[17]. Li, R.P. (2009). Stability analysis of cutting slope reinforced with anti-slide piles by FEM. In Slope Stability, Retaining Walls, and Foundations: Selected Papers from the 2009 GeoHunan International Conference (pp. 166-173).
[18]. Haghbin, M. and Ghazavi, M. (2013). Bearing capacity of footings on pile-stabilized slopes.
[19]. Mofidi Rouchi, J., Farzaneh, O., and Askari, F. (2014). Bearing capacity of strip footings near slopes using lower bound limit analysis. Civil Engineering Infrastructures Journal, 47 (1): 89-109.
[20]. Liu, Y. and Geo, F. (2015). Dynamic stability analysis on a slope supported by anchor bolts and piles. Electronic Journal of Geotechnical Engineering, 20 (7): 1887-1900.
[21]. Day, R.W., Hull, T.S., Poulos, H.G., Hassiotis, S., Chameau, J.L., and Gunaratne, N. (1999). Design method for stabilization of slopes with piles. Journal of Geotechnical and Geoenvironmental Engineering, 125 (10): 910-914.
[22]. Poulos, H. G. (1995). Design of reinforcing piles to increase slope stability. Canadian Geotechnical Journal, 32 (5): 808-818.
[23]. Ito, T. and Matsui, T. (1975). Methods to estimate lateral force acting on stabilizing piles. Soils and foundations, 15 (4): 43-59.
[24]. Ito, T., Matsui, T., and Hong, W.P. (1979). Design method for the stability analysis of the slope with landing pier. Soils and Foundations, 19 (4): 43-57.
[25]. Ito, T., Matsui, T., and Hong, W.P. (1981). Design method for stabilizing piles against landslide—one row of piles. Soils and Foundations, 21 (1): 21-37.
[26]. Ito, T., Matsui, T., and Hong, W.P. (1982). Extended design method for multi-row stabilizing piles against landslide. Soils and foundations, 22 (1): 1-13.
[27]. Wei, W.B. and Cheng, Y.M. (2009). Strength reduction analysis for slope reinforced with one row of piles. Computers and Geotechnics, 36 (7): 1176-1185.
[28]. El Sawwaf, M.A. (2005). Strip footing behavior on pile and sheet pile-stabilized sand slope. Journal of Geotechnical and Geoenvironmental Engineering, 131 (6): 705-715.
[29]. As’ad Munawir, M.D., Zaika, Y., and Agoes Soehardjono, M.D. (2013). Bearing capacity on slope modeling with composite bamboo pile reinforcement. Jurnal Terpublikasi: International Journal of Engineering and Advanced Technology (IJEAT).
[30]. Saleh, S., Mohd Yunus, N.Z., Ahmad, K., and Mat Said, K.N. (2021). Numerical simulation with hardening soil model parameters of marine clay obtained from conventional tests. SN Applied Sciences, 3, 1-13.
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