Enhancement of Tabular Pile lateral resistance with external wings

[1]       M.M. Al-Nasra, I.A. Duweib, A.S. Najmi, The Use of Pyramid Swimmer Bars as Punching Shear Reinforcement in Reinforced Concrete Flat Slabs, J. Civ. Eng. Res. 2013 (2013) 75–80. https://doi.org/10.5923/j.jce.20130302.02.

[2]       Al-Nasra, the Use of Swimmer Bars as Shear Reinforcement in Reinforced Concrete Beam, Am. J. Eng. Appl. Sci. 6 (2013) 87–94. https://doi.org/10.3844/ajeassp.2013.87.94.

[3]       P. Saravanakumar, A. Govindaraj, Influence of vertical and inclined shear reinforcement on shear cracking behavior in reinforced concrete beams, Int. J. Civ. Eng. Technol. 7 (2016) 602–610.

[4]       M. AL NASRA, Investigating Alternatives in Shear Reinforcements in the Reinforced Concrete Beams, (2015) 27–31. https://doi.org/10.15224/978-1-63248-070-5-45.

[5]       N.A.A. Hamid, the use of horizontal and inclined bars as shear reinforcement, Use Horiz. Inclin. Bars As Shear Reinf. (2005) 131.

[6]             ACI Committee 318, Building Code Requirements for Structural Concrete, 2014.

[7]             E. (203-2017)., Egyptian Code of Practice for Design and Construction of [1]       X. Wang, X. Zeng, J. Li, X. Yang, and H. Wang, “A review on recent advancements of substructures for offshore wind turbines,” Energy Convers. Manag., vol. 158, pp. 103–119, 2018.

[8]             EWEA, “The European offshore wind industry key statistics report 2015,” … 一 Doc. …, no. January, pp. 1–31, 2016.

[9]             M. M. Savino, R. Manzini, V. Della Selva, and R. Accorsi, “A new model for environmental and economic evaluation of renewable energy systems: The case of wind turbines,” Appl. Energy, vol. 189, pp. 739–752, 2017.

[10]          Q. Li, Y. Kamada, T. Maeda, J. Murata, K. Iida, and Y. Okumura, “Fundamental study on aerodynamic force of floating offshore wind turbine with cyclic pitch mechanism,” Energy, vol. 99, pp. 20–31, 2016.

[11]          A. Pacheco, E. Gorbeña, C. Sequeira, and S. Jerez, “An evaluation of offshore wind power production by floatable systems: A case study from SW Portugal,” Energy, vol. 131, pp. 239–250, 2017.

[12]          H. S. Arshi et al., “Modelling of monopile-footing foundation system for offshore structures in cohesionless soils,” 18th Int. Conf. Soil Mech. Geotech. Eng. Challenges Innov. Geotech. ICSMGE 2013, vol. 3, no. September, pp. 2307–2310, 2013.

[13]          S. Arshi and K. Stone, “An investigation of a rock socketed pile with an integral bearing plate founded over weak rock Étude d ’ une pile avec une plaque encastrée dans une roche molle,” Geotech. Eng., no. August 2015, pp. 705–710, 2011.

[14]          B. M. Lehane, B. Pedram, J. A. Doherty, and W. Powrie, “Improved Performance of Monopiles When Combined with Footings for Tower Foundations in Sand,” J. Geotech. Geoenvironmental Eng., vol. 140, no. 7, p. 04014027, 2014.

[15]          X. Wang, X. Zeng, X. Li, and J. Li, “Investigation on offshore wind turbine with an innovative hybrid monopile foundation: An experimental based study,” Renew. Energy, vol. 132, pp. 129–141, 2019.

[16]          X. Wang, X. Zeng, X. Yang, and J. Li, “Seismic response of offshore wind turbine with hybrid monopile foundation based on centrifuge modeling,” Appl. Energy, vol. 235, pp. 1335–1350, 2019.

[17]          X. Wang, X. Zeng, J. Li, and X. Yang, “Lateral bearing capacity of hybrid monopile-friction wheel foundation for offshore wind turbines by centrifuge modeling,” Ocean Eng., vol. 148, pp. 182–192, 2018.

[18]          X. Wang, X. Zeng, X. Li, and J. Li, “Liquefaction characteristics of offshore wind turbine with hybrid monopile foundation via centrifuge modeling,” Renew. Energy, vol. 145, pp. 2358–2372, 2020.

[19]          X. Wang, X. Yang, and X. Zeng, “Seismic Centrifuge Modelling of Suction Bucket Foundation for Offshore Wind Turbine,” Ocean Eng., vol. 141, pp. 295–307, 2017.

[20]          H. S. Arshi et al., “Modelling of monopile-footing foundation system for offshore structures in cohesionless soils,” Renew. Energy, vol. 235, no. 3, pp. 1335–1350, 2019.

[21]          X. Wang, X. Zeng, and J. Li, Assessment of bearing capacity of axially loaded monopiles based on centrifuge tests, vol. 167. 2018.

[22]          B. M. Lehane et al., “Seismic response of offshore wind turbine with hybrid monopile foundation based on centrifuge modeling,” Appl. Energy, vol. 158, no. April, pp. 1–28, 2011.

[23]          J. Li, X. Wang, Y. Guo, and X. B. Yu, “The loading behavior of innovative monopile foundations for offshore wind turbine based on centrifuge experiments,” Renew. Energy, vol. 152, pp. 1109–1120, 2020.

[24]          M. Iftekharuzzaman and B. C. Hawlader, “Numerical modeling of lateral response of long flexible piles in sand,” Geotech. Eng., vol. 44, no. 3, pp. 25–31, 2013.

[25]          T. D. Smith, “Pile horizontal soil modulus values,” J. Geotech. Eng., vol. 113, no. 9, pp. 1040–1044, 1987.

[26]          E. A. Alderlieste, “Experimental Modelling of Lateral Loads on Large Diameter Mono-Pile Foundations in Sand,” TU Delft, vol. 138, no. April, pp. 1–28, 2011.

[27]       T. N. O. Diana, “User ’ s Manual Material Library,” 2018.

[28]       X. Wang, X. Zeng, X. Li, J. Li, Feasibility Study of Offshore Wind Turbines with Hybrid Monopile Foundation Based on Centrifuge Modeling, App. Energy 209, 2018, 127 – 139.