Skip to main content
Log in

Dynamic interaction factor considering axial load

  • Original Paper/Technical Note
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

Using the dynamic differential equation of beam and considering the surrounding soil as dynamic Winkler foundation, the simplified dynamic interaction factors of group piles are analyzed with axial load under horizontal harmonic load and horizontal seismic affection. When the axial load was replaced by zero, the expression of dynamic interaction factor would be the same as that deduced by Markris and Gazetas (1992, Earthquake Eng Struct Dyn 21(2):145–162). And under special situation analysis, there would be obvious effect on dynamic interaction factor when the axial load was large. The differences are obvious when considering axial load, and the relative errors would be 14% or greater, so it’s proper to consider axial load when the dynamic interaction factor are calculated.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • Dobry R, Gazetas G (1988) Simple method for dynamic stiffness and damping of floating pile groups. Getechnique 38(4):557–574

    Article  Google Scholar 

  • Dou H, Byrne PM (1996) Dynamic response of single piles and soil–pile interaction. Canada geotechniqe 33:80–96

    Google Scholar 

  • Li Y (1999) Dynamic interaction of visco-elastic foundation-pile raft base-super structure. Dissertation, Hunan University, PRC (in Chinese)

  • Makris N (1994) Soil-pile interaction during the passage of rayleigh waves: an analytical solution. Earthquake Eng Struct Dyn 23(2):647–664

    Article  Google Scholar 

  • Markris N, Gazetas G (1992) Dynamic pile-soil-pile interaction. Part II:lateral and seismic response. Earthquake Eng Struct Dyn 21(2):145–162

    Article  Google Scholar 

  • Novak M (1974) Dynamic stiffness and damping of piles. Can Geotech J 11:574–598

    Article  Google Scholar 

  • Mindlin RD (1936) Force at a point in the interior of a semi-infinite solid. Physics [J] 7:195–202

    Article  Google Scholar 

  • Nogami T, Novak M (1977) Resistance of soil to a horizontally vibrating pile. Earthquake Eng Struct Dyn 5:249–261

    Article  Google Scholar 

  • Penzien J, Scheffly CF, Parmelee RA (1964) Seismic analysis of bridges on long piles. J Eng Mechanic division of ASCE. 90 EM3:223–254

    Google Scholar 

  • Prevost JH, Scanlan RH (1983) Dynamic soil-structure interaction: centrifuge modeling. Soil Dyn Earthquake Eng 2:212–221

    Article  Google Scholar 

  • Zhou X, Jiang J, Zou Y (2005) Dynamic analysis of piles in visco-elastic material considering axial loads. J Civil Eng 24(2):764–768 (in Chinese)

    Google Scholar 

Download references

Acknowledgements

This investigation is supported by the national natural science foundation of china (50078021). And many thanks to Professor Wu Xiaoping for corrected the errors of grammar.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jiang Jianguo.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Jianguo, J., Xuhong, Z. & Jiasheng, Z. Dynamic interaction factor considering axial load. Geotech Geol Eng 25, 423–429 (2007). https://doi.org/10.1007/s10706-007-9119-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-007-9119-6

Keywords

Navigation