Geomechanics and Engineering

  • 제23권6호
  • /
  • Pages.523-533
  • /
  • 2020
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

End shape and rotation effect on steel pipe pile installation effort and bearing resistance

  • Saleem, Muhammad A. (Department of Civil and Environmental Engineering, Saitama University) ;
  • Malik, Adnan A. (Department of Civil and Environmental Engineering, Saitama University) ;
  • Kuwano, Jiro (Department of Civil and Environmental Engineering, Saitama University)
  • 투고 : 2020.06.17
  • 심사 : 2020.12.11
  • 발행 : 2020.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The current study focuses on the effect of the end shape of steel pipe piles on installation effort and bearing resistance using the pressing method of installation under dense ground conditions. The effect of pile rotation on the installation effort and bearing resistance is also investigated. The model steel piles with a flat end, cone end and cutting-edge end were used in this study. The test results indicated that cone end pile with the pressing method of installation required the least installation effort (load) and showed higher ultimate resistance than flat and cutting-edge end piles. However, pressing and rotation during cutting-edge end pile installation considerably reduces the installation effort (load and torque) if pile penetration in one rotation equal to the cutting-edge depth. Inclusion of rotation during pile installation reduces the ultimate bearing resistance. However, if penetration of the cutting-edge end pile equal to the cutting-edge depth in one rotation, the reduction in ultimate resistance can be minimized. In comparing the cone and cutting-edge end piles installed with pressing and rotation, the least installation effort is observed in the cutting-edge end pile installed with penetration rate equal to the cutting-edge depth per rotation.

키워드

과제정보

The first author acknowledges the Asian Development Bank's Japan Scholarship Program (ADB-JSP) for its support by providing the scholarship for this research.

참고문헌

  1. Arroyo, M., Butlanska, J., Gens, A., Calvetti, F. and Jamiolkowski, M. (2011), "Cone penetration tests in a virtual calibration chamber", Geotechnique, 61(6), 525-531. https://doi.org/10.1680/geot.9.P.067.
  2. Arshad, M.I., Tehrani, F.S., Prezzi, M. and Salgado, R. (2014), "Experimental study of cone penetration in silica sand using digital image correlation", Geotechnique, 64(7), 551-569. https://doi.org/10.1680/geot.13.P.179.
  3. ASTM D1143/D1143M (2007), Standard test methods for deep foundations under static axial compressive load, ASTM International, West Conshohocken, Pennsylvania, U.S.A.
  4. Bolton, M.D., Gui, M.W., Garnier, J., Corte, J.F., Bagge, G., Laue, J. and Renzi, R. (1999), "Centrifuge cone penetration tests in sand", Geotechnique, 49(4), 543-552. https://doi.org/10.1680/geot.1999.49.4.543.
  5. Brucy, F., Meunier, J. and Nauroy, J.F. (1991), "Behavior of pile plug in sandy soils during and after driving", Proceeding of the 23rd Annual Offshore Technology Conference, Houston, Texas, U.S.A., May.
  6. Budhu, M. (2010), Soil Mechanics and Foundations, 3rd Edition, John Wiley & Sons, Inc., New Jersey, U.S.A.
  7. Daryaei, R., Bakroon, M., Aubram, D. and Rackwitz, F. (2020), "Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand", Soil Dyn. Earthq. Eng., 134, 1-15. https://doi.org/10.1016/j.soildyn.2020.106177.
  8. Dickin, E.A. and Leung, C.F. (1983), "Centrifugal model tests on vertical anchors plates", J. Geotech. Eng., 109(12), 1503-1525. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:12(1503).
  9. Fattah, M.Y., Salim, N.M. and Al-Gharrawi, A.M.B. (2018), "Incremental filling ratio of pipe pile groups in sandy soil", Geomech. Eng., 15(1), 695-710. https://doi.org/10.12989/gae.2018.15.1.695.
  10. Flynn, K.N. and McCabe, B.A. (2019), "Driven cast-in-situ piles installed using hydraulic hammers: Installation energy transfer and drivability assessment", Soils Found., 59(6), 1946-1959. https://doi.org/10.1016/j.sandf.2019.09.003.
  11. Frick, D., Schmoor, K.A., Gutz, P. and Achmus, M. (2018), "Model testing of rotary jacked open ended tubular piles in saturated non-cohesive soil", Proceedings of the 9th International Conference on Physical Modelling in Geotechnics, London, U.K., July.
  12. Ha, D., Abdoun, T.H., O'Rourke, M.J., Symans, M.D., O'Rourke, T.D., Palmer, M.C. and Stewart, H.E. (2008), "Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting - a centrifuge investigation", Can. Geotech. J., 45(12), 1733-1742. https://doi.org/10.1139/T08-089.
  13. Heins, E., Bienen, B., Randolph, M.F. and Grabe, J. (2020), "Effect of installation method on static and dynamic load test response for piles in sand", Int. J. Phys. Model. Geotech., 20(1), 1-23. https://doi.org/10.1680/jphmg.18.00028.
  14. Ishihara, Y. and Haigh, S. (2018), "Cambridge-Giken collaborative working on pile-soil interaction mechanisms", Proceedings of the 1st International Conference on Press-in Engineering, Kochi, Japan, September.
  15. Ishihara, Y., Haigh, S. and Bolton, M. (2015), "Estimating base resistance and N value in rotary press-in", Soils Found., 55(4), 788-797. https://doi.org/10.1016/j.sandf.2015.06.011.
  16. Klos, J. and Tejchman, A. (1981), "Bearing capacity calculation for pipe piles" Proceedings of 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June.
  17. Kumara, J.J., Kurashina, T. and Kikuchi, Y. (2016), "Effects of pile geometry on bearing capacity of open-ended piles driven into sands", Geomech. Eng., 11(3), 385-400. https://doi.org/10.12989/gae.2016.11.3.385.
  18. Lee, J., Salgado, R. and Paik, K. (2003), "Estimation of the load capacity of pipe piles in sand based on cone penetration test results", J. Geotech. Geoenviron. Eng., 129(5), 391-403. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:6(391).
  19. Liu, C., Tang, X., Wei, H., Wang, P. and Zhao, H. (2020), "Model tests of jacked-pile penetration into sand using transparent soil and incremental particle image velocity", KSCE J. Civ. Eng., 24, 1128-1145. https://doi.org/10.1007/s12205-020-1643-4.
  20. Lu, S.S. (1985), "Pile driving practice in China", Proceedings of the International Symposium on Penetrability and Drivability of Piles, San Francisco, California, U.S.A., August.
  21. Malik, A.A. and Kuwano, J. (2020), "Single helix screw pile behavior under compressive loading/unloading cycles in dense sand", Geotech. Geol. Eng. https://doi.org/10.1007/s10706-020-01385-4.
  22. Malik, A.A., Kuwano, J., Tachibana, S. and Maejima, T. (2019), "Effect of helix bending deflection on load settlement behaviour of screw pile", Acta Geotechnica, 14(5), 1527-1453. https://doi.org/10.1007/s11440-019-00778-x.
  23. Mao, W., Aoyama, S. and Towhata, I. (2020), "A study on particle breakage behavior during pile penetration process using acoustic emission source location", Geosci. Front., 11(2), 413-427. https://doi.org/10.1016/j.gsf.2019.04.006.
  24. Massarsch, K.R. and Wersall, C. (2013), "Cumulative lateral soil displacement due to pile driving in soft clay", Proceedings of the Geo-Congress 2013, San Diego, California, U.S.A., March.
  25. McCammon, N.R. and Golder, H.Q. (1970), "Some loading tests on long pipe piles" Geotechnique, 20(2), 171-184. https://doi.org/10.1680/geot.1970.20.2.171.
  26. Melnikov, A.V. and Boldyrev, G.G. (2014), "Experimental study of sand deformations during CPT", Proceedings of the 3rd International Symposium on Cone Penetration Testing, Las Vegas, U.S.A., May.
  27. Nagai, H., Tsuchiya, T. and Shimada, M. (2018), "Influence of installation method on performance of screwed pile and evaluation of pulling resistance", Soils Found., 58(2), 355-369. https://doi.org/10.1016/j.sandf.2018.02.006.
  28. Ni, P., Mangalathu, S., Mei, G. and Zhao, T. (2017), "Permeable piles: An alternative to improve the performance of driven piles", Comput. Geotech., 84, 78-87. https://doi.org/10.1016/j.compgeo.2016.11.021.
  29. Ovesen, N.K. (1981), "Centrifuge tests of the uplift capacity of anchors", Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June.
  30. Paik, K., Salgado, R., Lee, J. and Kim, B. (2003), "Behavior of open- and close-ended piles driven into sands", J. Geotech. Geoenviron. Eng., 129(4), 296-306. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:4(296).
  31. Paikowsky, S.G. and Whitman, R.V. (1990), "The effects of plugging on pile performance and design", Can. Geotech. J., 27(4), 429-440. https://doi.org/10.1139/t90-059.
  32. Phuong, N.T.V., Van Tol, A.F., Elkadi, A.S.K. and Rohe, A. (2016), "Numerical investigation of pile installation effects in sand using material point method", Comput. Geotech., 73, 58-71. https://doi.org/10.1016/j.compgeo.2015.11.012.
  33. Randolph, M.F., Dolwin, J. and Beck, R. (1994), "Design of driven piles in sand", Geotechnique, 44(3), 427-448. https://doi.org/10.1680/geot.1994.44.3.427.
  34. Randolph, M.F., Steinfelt, J.S. and Worth, C.P. (1979), "The effect of pile type on design parameters for driven piles", Proceedings of the 7th European Conference on Soil Mechanics, London, U.K., September.
  35. Sharif, Y.U., Brown, M., Ciantia, M.O., Cerfontaine, B., Davidson, C., Knappett, J., Johannes, M. and Ball, J.D. (2020), "Using DEM to create a CPT based method to estimate the installation requirements of rotary installed piles in sand", Can. Geotech. J. https://doi.org/10.1139/cgj-2020-0017.
  36. Smith, I.M., To, P. and Wilson, S.M. (1986), "Plugging of pipe piles", Proceedings of the 3rd International Conference on Numerical Method in Offshore Piling, Nantes, France, May.
  37. Sun, G., Hasanipanah, M., Amnieh, H.B. and Foong, L.K. (2020), "Feasibility of indirect measurement of bearing capacity of driven piles based on a computational intelligence technique", Measurement, 156, 1-10. https://doi.org/10.1016/j.measurement.2020.107577.
  38. Truong, P. and Lehane, B.M. (2018), "Effects of pile shape and pile end condition on the lateral response of displacement piles in soft clay", Geotechnique, 68(9), 794-804. https://doi.org/10.1680/jgeot.16.P.291.
  39. White, D.J., Deeks, A.D. and Ishihara, Y. (2010), "Novel piling: Axial and rotary jacking", Proceedings of the 11th International Conference on Geotechnical Challenges for Urban Regeneration, London, U.K., January.
  40. Yang, J. (2006), "Influence zone of end bearing piles in sand", J. Geotech. Geoenviron. Eng., 132(9), 1229-1237. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:9(1229).
  41. Yang, S., Liu, J., Garg, A. and Zhang, M. (2020), "Analytical solution for estimating bearing capacity of a closed soil plug: Verification using an on-site static pile test", J. Mar. Sci. Eng., 8(7), 1-12. https://doi.org/10.3390/jmse8070490.
  42. Yang, Z.X., Jardine, R.J., Zhu, B.T., Foray, P. and Tsuha, C.H.C. (2010), "Sand grain crushing and interface shearing during displacement pile installation in sand", Geotechnique, 60(6), 469-482. https://doi.org/10.1680/geot.2010.60.6.469.