Scholarly record
INVESTIGATION OF GROUND VIBRATIONS INDUCED BY IMPACT PILES DRIVING
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.
Publication Impact Profile
Publication details
References6
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.
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
Plaxis 2D - Version 8 Dynamic, Manual Plaxis 8., edited R.B.J. Brinkgreve., Delft University of Technology & PLAXIS b.v.
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
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.
Arnold Verruijt, SOIL DYNAMICS, Delft University of Technology 1994, 2005 https://vulcanhammernet.files.wordpress.com/2017/01/soildynamics.pdf
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.

