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Articles

Calculation method and mechanism of ultimate side resistance of screw pile

, , , , &
Pages 99-113 | Received 19 Aug 2021, Accepted 10 Nov 2021, Published online: 12 Dec 2021

References

  • Cerfontain, B., J. Knappett, M. J. Brown, C. Davidson, and Y. Sharif. 2020. Optimised Design of Screw Anchors in Tension in Sand for Renewable Energy Applications. Ocean Engineering 217: 108010. doi:10.1016/j.oceaneng.2020.108010.
  • Chen, Y. D., A. Deng, A. T. Wang, and H. S. Sun. 2018. Performance of Screw–Shaft Pile in Sand: Model Test and DEM Simulation. Computers and Geotechnics 104: 118–130. doi:10.1016/j.compgeo.2018.08.013.
  • Chen, Y. D., A. Deng, F. Lu, and H. S. Sun. 2020. Failure Mechanism and Bearing Capacity of Vertically Loaded Pile with Partially-Screwed Shaft: Experiment and Simulations. Computers and Geotechnics 118: 103337. doi:10.1016/j.compgeo.2019.103337.
  • Dong, T. W., L. Liang, M. S. Wang, and C. L. Zhang. 2006. Pitch of Screws and Bearing Capacity of Screw Piles under Ultimate Load. Chinese Journal of Geotechnical Engineering 28 (11): 2031–2034. doi:10.3321/j.issn:1000-4548.2006.11.022.
  • Elsherbiny, Z. H., and M. H. E. Naggar. 2013. Axial Compressive Capacity of Helical Piles from Field Tests and Numerical Study. Canadian Geotechnical Journal 50 (12): 1191–1203. doi:10.1139/cgj-2012-0487.
  • Hossein, S. J., and P. Zahedi. 2020. Load Transfer Mechanism of Screw Piles in Sandy Soils. Indian Geotechnical Journal 50 (6): 871–879. doi:10.1007/s40098-020-00431-5.
  • Hu, J. Z. 2008. Bearing Capacity Behavior of Roll Forming Screw Pile. Beijing: Beijing Jiaotong University. doi:10.7666/d.y1229251.
  • Industry Standards of the People's Republic of China. 2008. Technical Code for Building Pile Foundation (JGJ 94-2008). Beijing: China Architecture and Building Press.
  • Industry Standards of the People's Republic of China. 2016. Technical Specification for Screw Concrete Pile (JGJ/T 379-2016). Beijing: China Architecture and Building Press.
  • Keawsawasvong, S., and B. Ukritchon. 2017. Undrained Lateral Capacity of I-Shaped Concrete Piles. Songklanakarin Journal of Science & Technology 39 (6): 751–758. doi:10.14456/sjst-psu.2017.91.
  • Leng, W. M., G. S. Wei, R. S. Nie, L. M. Wei, and J. L. Dong. 2020. Research on the Vertical Bearing Characteristics and Bearing Mechanism of Screw Pile. Journal of Railway Engineering Society 37 (5): 1–6. 35. doi:10.3969/j.issn.1006-2106.2020.05.001.
  • Li, C. W., J. J. Chen, Q. Wu, X. H. Xia, and J. H. Wang. 2010. Bearing Mechanism and Calculation Method of Screw Pile. Journal of Shanghai Jiaotong University 44 (6): 726–730. doi:10.16183/j.cnki.jsjtu.2010.06.002.
  • Ma, H. W., Y. Y. Wu, Y. Tong, and X. Q. Jiang. 2020. Research on Bearing Theory of Squeezed Branch Pile. Advances in Civil Engineering 2020:6637261. doi:10.1155/2020/6637261.
  • Meng, Z., J. J. Chen, and J. H. Wang. 2017. Numerical Analysis of Bearing Capacity of Drilled Displacement Piles with a Screw-Shaped Shaft in Sand. Marine Georesources & Geotechnology 35 (5): 661–669. doi:10.1080/1064119X.2016.1213777.
  • Mohajerani, A., D. Bosnjak, and D. Bromwich. 2016. Analysis and Design Methods of Screw Piles: A Review. Soils and Foundations 56 (1): 115–128. doi:10.1016/j.sandf.2016.01.009.
  • Nesmith, W. M. 2002. Design and Installation of Pressure-Grouted, Drilled Displacement Piles. In Proceedings of 9th International Conference on Piling and Deep Foundations, Nice, 561–567.
  • Qian, Y. M., C. Lin, X. S. Yin, and Y. J. Jin. 2018. Theoretical Analysis on the Influence of the Slope Angle of Plate on the Failure Mechanism of the Expanded-Plates Pile under the Horizontal Force. Building Structure 48 (S1): 749–751. doi:10.19701/j.jzjg.2018.s1.166.
  • Shen, B. H. 1994. A New Method for Evaluating the Working Characteristics of Pile: P/Pu-S/Su Curve Method. Construction Technology Development 1994 (2): 11–21.
  • Srijaroen, C., M. Hoy, S. Horpibulsuk, R. Rachan, and A. Arulrajah. 2021. Soil–Cement Screw Pile: Alternative Pile for Low- and Medium-Rise Buildings in Soft Bangkok Clay. Journal of Construction Engineering and Management 147 (2): 04020173. doi:10.1061/(ASCE)CO.1943-7862.0001988.
  • Stephen, A. L.-B., and L. J. Deng. 2019. Axial Load Testing of Helical Pile Groups in Glaciolacustrine Clay. Canadian Geotechnical Journal 56 (2): 187–197. doi:10.1139/cgj-2017-0425.
  • Therar, A. A.-B., M. J. Brown, J. A. Knappett, and A. H. Al-Defae. 2017. Effects of Vertical Loading on Lateral Screw Pile Performance. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 170 (3): 259–272. doi:10.1680/jgeen.16.00114.
  • Ukritchon, Boonchai, and Suraparb Keawsawasvong. 2019. Design Equations of Uplift Capacity of Circular Piles in Sands. Applied Ocean Research 90: 101844. doi:10.1016/j.apor.2019.06.001.
  • Ukritchon, Boonchai, Panuvat Wongtoythong, and Suraparb Keawsawasvong. 2018. New Design Equation for Undrained Pullout Capacity of Suction Caissons considering Combined Effects of Caisson Aspect Ratio, Adhesion Factor at Interface, and Linearly Increasing Strength. Applied Ocean Research 75: 1–14. doi:10.1016/j.apor.2018.03.007.
  • Wang, G. C., Z. M. Zhao, L. Z. Xi, and Y. C. Zhuang. 2020. Research on Vertical Load Bearing Characteristics of Thread Piles. Journal of Zhejiang University of Technology 48 (1): 90–96. doi:10.3969/j.issn.1006-4303.2020.01.015.
  • Wang, T. F., J. K. Liu, Y. D. Tian, and P. Lv. 2017. Frost Jacking Characteristics of Screw Piles by Model Testing. Cold Regions Science and Technology 138: 98–107. doi:10.1016/j.coldregions.2017.03.008.
  • Xu, C. H., X. D. Zhang, and X. Y. Xu. 2010. Application Study on Design Parameters of Cast-in-Place Concrete Screw Pile. Industrial Construction 40 (10): 91–94. doi:10.13204/j.gyjz2010.10.019.
  • Xu, X. Y., L. L. Yu, and F. X. Liu. 2011. Bearing Capacity Behavior of Roll Forming Filling Screw Pile. Journal of Civil, Architectural & Environmental Engineering 33 (3): 19–24. doi:10.3969/j.issn.1674-4764.2011.03.004.

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