Open Access
Issue
E3S Web Conf.
Volume 427, 2023
International Conference on Geotechnical Engineering and Energetic-Iraq (ICGEE 2023)
Article Number 01021
Number of page(s) 8
Section Development in Geotechnical Engineering
DOI https://doi.org/10.1051/e3sconf/202342701021
Published online 13 September 2023
  1. Salih N. B. A novel technique to increase the load capacity of the steel pipe pile. Journal of Duhok University. 2018 Jul 27. [Google Scholar]
  2. Karkush M.O., Aljorany A.N. Analytical and numerical analysis of piled-raft foundation of storage tank. In Construction in Geotechnical Engineering: Proceedings of IGC 2018 2020 (pp. 373–384). Springer Singapore. [CrossRef] [Google Scholar]
  3. Karkush M.O., Sabaa M.R., Salman A.D., Al-Rumaithi A. Prediction of bearing capacity of driven piles for Basrah governorate using SPT and MATLAB. Journal of the Mechanical Behavior of Materials. 2022 Mar 29;31(1):39–51. [CrossRef] [Google Scholar]
  4. Murthy, V. N. S. Advanced foundation engineering. New Delhi: CBS publishers & distributors. 2007. [Google Scholar]
  5. Karkush M.O. Impacts of soil contamination on the response of piles foundation under a combination of loading. Engineering, Technology & Applied Science Research. 2016 Feb 5;6(1):917–922. [CrossRef] [Google Scholar]
  6. Karkush M.O., Aljorany A.N. Analytical and numerical analysis of piled-raft foundation of storage tank. In Construction in Geotechnical Engineering: Proceedings of IGC 2018 2020 (pp. 373–384). Springer Singapore. [CrossRef] [Google Scholar]
  7. Karkush M., Kareem M.S., Jasim M.M. Ultimate lateral load capacity of piles in soils contaminated with industrial wastewater. Civil Engineering Journal. 2018 Mar;4(3):509–517. [CrossRef] [Google Scholar]
  8. Prakash S., Sharma H.D. Pile foundations in engineering practice. John Wiley & Sons. 1991 Jan 16. [Google Scholar]
  9. Fattah M.Y., Al-Soudani W.H. Bearing capacity of open-ended pipe piles with restricted soil plug. Ships and Offshore Structures. 2016 Jul 3; 11(5): 501–516. [CrossRef] [Google Scholar]
  10. Matsumiya H., Ishihama Y., Taenaka S. A study on the bearing capacity of steel pipe piles with tapered tips. Japanese Geotechnical Society Special Publication. 2015 Aug 30;1(6):47–52. [CrossRef] [Google Scholar]
  11. Hamadi H.S., Abdul-Husain H.A. Influence of Geometry and Separation Walls on The Behaviours of Pull- out Pipe Piles Embedded in Sandy Soil. In IOP Conference Series: Materials Science and Engineering. 2021 Mar 1;1090(1):012010. [CrossRef] [Google Scholar]
  12. Al-Soudani W.H., Albusoda B.S. A New Proposed Type of Open-Ended Pipe Pile (Open-Ended Pipe Pile with Tapered Tip Pile (OE-TTP)). In IOP Conference Series: Materials Science and Engineering. 2020 Feb 1;737(1):012079. [CrossRef] [Google Scholar]
  13. Guo Y., Li J., Yu X. Experimental Study on Load-Carrying Behavior of Large Open-Ended Pipe Pile in Cohesionless Soils. Sustainability. 2022 Sep 27;14(19):12223. [CrossRef] [Google Scholar]
  14. Poulos, H. G., & Davis, E. H. Pile foundation analysis and design. New York: Wiley. 1980; 397. [Google Scholar]
  15. Abdul-Husain H.A. Comparative study of theoretical methods for estimating pile capacity using 1-g model pile tests in cohesionless soil. In IOP Conference Series: Materials Science and Engineering. 2020 Feb 1;737(1):012111. [CrossRef] [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.