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INVESTIGATION OF GROUND VIBRATIONS INDUCED BY IMPACT PILES DRIVING

Svetlana Polukoshko

First published: 2023-10-01https://doi.org/10.5593/sgem2023/1.1/s02.27View metrics

Abstract

The impact pile driving method is widely used for the reinforced concrete piles and metal tubular piles with a large weight. Pile driving is a dynamic process: the energy of heavy hammer impact on the pile head is transmitted through the pile shaft and pile toe to the surrounding soil, exciting vibrations of the soils particles and propagation further to the ground. Propagation distance is increasing with driving depth. Impact borned waves must be taken into account during construction work near existing buildings. In this paper the example of calculation the characteristcs of waves induces during impact driving of precast concrete piles into sandy soils are presented (analogically it may be clayey or loamy soil) [1, 2] Calculation is fulfilled using a dynamics block Plaxis 8v program, based on the finite element method. Using this program you can also refine the selection of a hammer by calculating a pile settlement from one impact.

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Publication details

Title
INVESTIGATION OF GROUND VIBRATIONS INDUCED BY IMPACT PILES DRIVING
Authors
Svetlana Polukoshko
Proceedings
SGEM International Multidisciplinary Scientific GeoConference- EXPO Proceedings; 23rd International Multidisciplinary Scientific GeoConference Proceedings SGEM2023, Science and Technologies in Geology, Exploration And Mining, Vol 23, Issue 1.1
Publisher
STEF92 Technology
Year
2023
Pages
225-232
SWS Citekey
Polukoshko20232225232
ISSN
1314-2704
ISBN
978-619-7603-56-9
Language
en
Publication type
Conference Paper
Proceedings contents
Open official contents
Keywords
References6
  1. Svinkin M.R., Environmental vibration problems during construction, Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, vol. 4, pp 2453-2456, 2005.

  2. Massarsch K., Rainer and Fellenius Bengt H., Ground Vibrations Induced by Impact Pile Driving, Proceedings of the 6th International Conference on Case Histories in Geotechnical Engineering, Arlington, Virginia,August 11-16, 2008. https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=2997&context=icchge

  3. Plaxis 2D - Version 8 Dynamic, Manual Plaxis 8., edited R.B.J. Brinkgreve., Delft University of Technology & PLAXIS b.v.

  4. S. Polukoshko, V. Gontza & S. Sokolova Estimation of Parameters of Soil Vibration Due to Impact Loading, Springer Proceedings in Physics, Vibration Problems ICOVP 2011, pp 337�345. DOI: 10.1007/978-94-007-2069-5_46

  5. TG18-BSI British Standard BS 5228�2:2009+A1:2014, Code of practice for noise and vibration control on construction and open sites Part 2: Vibration.

  6. Arnold Verruijt, SOIL DYNAMICS, Delft University of Technology 1994, 2005 https://vulcanhammernet.files.wordpress.com/2017/01/soildynamics.pdf

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