EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 728 (2026) E3S Web Conf., 728 (2026) 02001 References
Open Access
Issue
E3S Web Conf.
Volume 728, 2026
2026 3rd International Conference on Environment Engineering, Urban Planning and Design (EEUPD 2026)
Article Number 02001
Number of page(s) 10
Section Civil Engineering and Urban Planning
DOI https://doi.org/10.1051/e3sconf/202672802001
Published online 27 July 2026
  1. Cen, H., et al., Bearing performance and failure mechanisms of HSCM piles in marine soft soil under lateral loads. Ocean Engineering, 2024. 313: p. 119400. DOI: https://doi.org/10.1016/j.oceaneng.2024.119400 [Google Scholar]
  2. Liu, H., et al., Analytical approach for vertical dynamic responses of stiffened deep cement mixing pile in unsaturated ground. Soil Dynamics and Earthquake Engineering, 2024. 187: p. 108969. DOI: https://doi.org/10.1016/j.soildyn.2024.108969 [Google Scholar]
  3. Eslami, A., et al., New approach for the numerical analysis of stiffened deep cement mixing columns and piles in coastal engineering through 1D elements. Ocean Engineering, 2024. 313: p. 119529. DOI: https://doi.org/10.1016/j.oceaneng.2024.119529 [Google Scholar]
  4. Rao, S.N., Y.V.S.N. Prasad, and M.D. Shetty, The Behaviour of Model Screw Piles in Cohesive Soils. Soils and Foundations, 1991. 31(2): p. 35–50. DOI: https://doi.org/10.3208/sandf1972.31.2_35 [CrossRef] [Google Scholar]
  5. Lutenegger Alan, J., Cylindrical Shear or Plate Bearing? ? Uplift Behavior of Multi-Helix Screw Anchors in Clay, in Contemporary Topics in Deep Foundations. 2012. p. 456–463. DOI: https://doi.org/10.1061/41021(335)57 [Google Scholar]
  6. Merifield, R.S., Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay. Journal of Geotechnical and Geoenvironmental Engineering, 2011. 137(7): p. 704–716. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000478 [Google Scholar]
  7. Shao, K., et al., Optimization of inter-helix spacing for helical piles in sand. Journal of Rock Mechanics and Geotechnical Engineering, 2022. 14(3): p. 936952. DOI: https://doi.org/10.1016/j.jrmge.2021.11.007 [Google Scholar]
  8. Nabizadeh, F. and A.J. Choobbasti, Field Study of Capacity Helical Piles in Sand and Silty Clay. Transportation Infrastructure Geotechnology, 2017. 4(1): p. 3–17. DOI: https://doi.org/10.1007/s40515-016-0036-0 [Google Scholar]
  9. Nabizadeh, F. and A. Janalizadeh Choobbasti, The performance of grouted and un-grouted helical piles in sand. International Journal of Geotechnical Engineering, 2019. 13(6): p. 516–524. DOI: https://doi.org/10.1080/19386362.2017.1368948 [Google Scholar]
  10. Bak, H.M., et al., Axial response and material efficiency of tapered helical piles. Journal of Rock Mechanics and Geotechnical Engineering, 2021. 13(1): p. 176–187. DOI: https://doi.org/10.1016/j.jrmge.2020.04.007 [Google Scholar]
  11. Mansour, M.A. and M.H. El Naggar, Optimization of grouting method and axial performance of pressure-grouted helical piles. Canadian Geotechnical Journal, 2021. 59(5): p. 702–714. DOI: https://doi.org/10.1139/cgj-2021-0093 [Google Scholar]
  12. Farhadian, H. and Z. Maleki, Groutability classification of granular soils with cement grouts. Journal of Rock Mechanics and Geotechnical Engineering, 2023. 15(6): p. 1580–1590. DOI: https://doi.org/10.1016/j.jrmge.2022.09.007 [Google Scholar]
  13. Huang, Y., et al., Axial Behavior of Pressure Grouted Helical Piles Installed in Marine Soft Clay Based on Full-Scale Field Tests. Geotechnical and Geological Engineering, 2022. 40(12): p. 5799–5812. DOI: https://doi.org/10.1007/s10706-022-02250-2 [Google Scholar]
  14. Zhuang, X., et al., Analysis of the installation effect on the axial performance of pressure-grouted helical piles in clay by small-scale model tests. Buildings, 2022. 12(7): p. 992. DOI: https://doi.org/10.3390/buildings12070992 [Google Scholar]
  15. Laefer, D.F., N.E. Menninger, and W.E. Hernandez, Grouting patterns and possibilities with helical piers. 2005. URL: http://hdl.handle.net/10197/2323 [Google Scholar]
  16. Vickars Robert, A. and P. Clemence Samuel, Performance of Helical Piles with Grouted Shafts, in New Technological and Design Developments in Deep Foundations. 2012. p. 327–341. DOI: https://doi.org/10.1061/40511(288)23 [Google Scholar]
  17. Bagheri, F. and M.H. El Naggar, Effects of installation disturbance on behavior of multi-helix piles in structured clays. DFI Journal-The Journal of the Deep Foundations Institute, 2015. 9(2): p. 80–91. DOI: https://doi.org/10.1179/1937525515Y.0000000008 [Google Scholar]
  18. Srijaroen, C., et al., Soil-Cement Screw Pile: Alternative Pile for Low-and Medium-Rise Buildings in Soft Bangkok Clay. Journal of Construction Engineering and Management, 2021. 147(2): p. 04020173. DOI: https://doi.org/10.1061/(ASCE)CO.1943-7862.0001988 [Google Scholar]
  19. Sakr, M.A., et al., Behavior of grouted single screw piles under inclined tensile loads in sand. EJGE, 2016. 21(2016): p. 572–591. URL: https://www.researchgate.net/publica-tion/292131207_Behavior_of_grouted_sin-gle_screw_piles_under_inclined_ten-sile_loads_in_sand [Google Scholar]
  20. Khazaei, J. and A. Eslami, Postgrouted helical piles behavior through physical modeling by FCV. Marine Georesources & Geotechnology, 2017. 35(4): p. 528537. DOI: https://doi.org/10.1080/1064119X.2016.1213339 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.