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Movement of an Open-Ended Pipe with a Soil Plug Under a Longitudinal Impact


The process of horizontal immersion into soil of an open-ended steel pipe of circular cross section containing a soil plug is under study. The effect of both single and multiple longitudinal strikes is considered. A one-dimensional mathematical model of the movement of the pipe and soil plug is proposed that takes into account changes in radial stress caused by the lateral interaction of the pipe and soil plug. In this model, the interaction of the pipe with internal and external soil is described by the law of external dry friction. The resistance of the soil in front of the pipe is taken into account by specifying viscous conditions at the pipe end. The influence of the parameters of the pipe and soil on the process of immersing an open-ended pipe into the soil is studied numerically by the finite-difference method. In addition, the results of a field experiment are given which was carried out by the authors in dense urban environment. As a result of comparing the data obtained in numerical and field experiments, it is concluded that the proposed model can be used to describe the results of field experiments.

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  1. Aleksandrova NI (2017) Influence of soil plug on pipe ramming process. J Min Sci 53(6):1073–1084.

    Article  Google Scholar 

  2. Aleksandrova NI, Kondratenko AS (2018) Calculation of pipe movement with soil plug under longitudinal impact. J Min Sci 54(3):384–396.

    Article  Google Scholar 

  3. Danilov BB, Kondratenko AS, Smolyanitsky BN, Smolentsev AS (2017) Improvement of pipe pushing method. J Min Sci 53(6):478–483.

    Article  Google Scholar 

  4. Ding XM, Liu HL, Liu JY, Chen YM (2011) Wave propagation in pipe pile for low-strain integrity testing. J Eng Mech-ASCE 137(9):598–609.

    Article  Google Scholar 

  5. Fattah MY, Al-Soudani WHS (2015) Bearing capacity of open ended pipe piles with restricted soil plug. Ships Offshore Struct 11:501–516.

    Article  Google Scholar 

  6. Kondratenko AS, Petreev AM (2008) Features of the earth core removal from a pipe under combined vibro-impact and static action. J Min Sci 44(6):559–568.

    Article  Google Scholar 

  7. Kraft LM, Focht JA, Amerasinghe SF (1981) Friction capacity of piles driven into clay. J Geotech Eng ASCE 107(11):1521–1541

    Google Scholar 

  8. Liyanapathirana DS, Deeks AJ, Randolph MF (1998) Numerical analysis of soil plug behaviour inside open-ended piles during driving. Int J Numer Anal Meth Geomech 22(4):303–322

    Article  Google Scholar 

  9. Liyanapathirana DS, Deeks AJ, Randolph MF (2001) Numerical modelling of the driving response of thin-walled open-ended piles. Int J Numer Anal Meth Geomech 25(9):933–953.

    Article  Google Scholar 

  10. Matsumoto T, Takei M (1991) Effect of soil plug on behavior of driven pipe piles. Soils Found 31(2):14–34.

    Article  Google Scholar 

  11. Meskele T, Stuedlein A (2016) Attenuation of pipe ramming-induced ground vibrations. J Pipeline Syst Eng Pract 7(1):04015021.

    Article  Google Scholar 

  12. Novozhilov VV, Chernykh KF, Mikhailovsky EI (1991) Linear theory of thin shells. Polytechnic, Leningrad (in Russian)

    Google Scholar 

  13. Randolph MF, Leong EC, Houlsby GT (1991) One-dimensional analysis of soil plugs in pipe piles. Geotechnique 41(4):587–598

    Article  Google Scholar 

  14. Rekach VG (1979) Manual of the theory of elasticity. Translated from the Russian. Mir Publishers, Moscow

    Google Scholar 

  15. Veletsos AS, Tang Y (1987) Vertical vibration of ring foundations. Earthq Eng Struct Dyn 15(1):1–21

    Article  Google Scholar 

  16. Wu W, El Naggar MH, Abdlrahem M, Mei G, Wang K (2017) A new interaction model for the vertical dynamic response of pipe piles considering soil plug effect. Can Geotech J 54(7):877–1001.

    Article  Google Scholar 

  17. Zheng CJ, Liu HL, Kouretzis GP, Sloan SW, Ding XM (2015) Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing. Comput Geotech 70:50–59.

    Article  Google Scholar 

Download references


This work was supported by the Russian Science Foundation under Grant Number 17-77-20049.

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Correspondence to N. I. Aleksandrova.

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Aleksandrova, N.I., Kondratenko, A.S. Movement of an Open-Ended Pipe with a Soil Plug Under a Longitudinal Impact. Geotech Geol Eng 38, 3493–3504 (2020).

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  • Immersion of a pipe
  • Impact load
  • Dry friction
  • Mathematical modeling