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Title: INVESTIGATION OF GROUND VIBRATIONS INDUCED BY IMPACT PILES DRIVING
INVESTIGATION OF GROUND VIBRATIONS INDUCED BY IMPACT PILES DRIVING

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Svetlana Polukoshko
10.5593/sgem2023/1.1/s02.27
10.5593/sgem2023/1.1
1314-2704
978-619-7603-56-9
English
23
1
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
Hydrogeology, Engineering Geology and Geotechnics
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.
[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.
[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
[7] Polukoshko, S; Kononova, O; Viba, J.; Sokolova,S. Researsh of the process of pile drving in soil by means of serial impacs, Proceedings of the Second International Conference “Nonlinear Dynamics – 2007”. Kharkov. 25 -28 September, pp. 225–230.
conference
https://doi.org/10.5593/sgem2023/1.1/s02.27
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Proceedings of 23rd International Multidisciplinary Scientific GeoConference SGEM 2023
23rd International Multidisciplinary Scientific GeoConference SGEM 2023, 03 - 09 July, 2023
Proceedings Paper
STEF92 Technology
International Multidisciplinary Scientific GeoConference-SGEM
SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Russian Acad Sci; Serbian Acad Sci and Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts and Letters; Acad Fine Arts Zagreb Croatia; Croatian Acad Sci and Arts; Acad Sci Moldova; Montenegrin Acad Sci and Arts; Georgian Acad Sci; Acad Fine Arts and Design Bratislava; Russian Acad Arts; Turkish Acad Sci.
225-232
03 - 09 July, 2023
website
9016
concrete pile, impact hammer, soil vibration, FEM method, Plaxis