Measurement of ground motion near piles during driving
Woods, Richard; Athanasopoulos-Zekkos, Adda; Gkrizi, Athena; Pietrangelo, Anthony; Zimmerman, Andrew
ATHINA GKRIZI A.Grizi@nottingham.ac.uk
Two types of vibration damage caused by driving piles have been reported in the literature: direct structural damage and damage due to settlement. Direct damage results from vibratory excitation of structures at amplitude exceeding the structural tolerance. Damage from settlement is a consequence from vibratory densification of loose soils resulting in total or differential settlement of structures. Problems of settlement due to pile driving have been experienced recently by the Michigan Department of Transportation (MDOT) during operations associated with replacement of deteriorating bridges. The work described here represents an attempt to understand the mechanisms of energy transfer from steel H-piles driven with diesel hammers to the surrounding soil and the energy attenuation through the soil by measuring ground motion in the near vicinity of the pile. The main feature of this study consisted of installing motion transducers very close, within 0.5 foot, to piles and measuring the resulting ground motion during pile driving. Selection, fabrication, and installation of the transducers and preliminary measured pile driving vibrations are presented.
Woods, R., Athanasopoulos-Zekkos, A., Gkrizi, A., Pietrangelo, A., & Zimmerman, A. (in press). Measurement of ground motion near piles during driving. Geotechnical Special Publications, https://doi.org/10.1061/9780784413265.041
|Journal Article Type||Article|
|Acceptance Date||Nov 10, 2013|
|Online Publication Date||Mar 25, 2014|
|Deposit Date||Apr 6, 2018|
|Publicly Available Date||Apr 6, 2018|
|Journal||Geotechnical Special Publications|
|Publisher||American Society of Civil Engineers|
|Peer Reviewed||Peer Reviewed|
|Keywords||Soil settlement; Pile settlement; Pile driving; Differential settlement; Structural settlement; Damage (structural); Ground motion; Vibration|
|Copyright Statement||Copyright information regarding this work can be found at the following address: http://eprints.nottingham.ac.uk/end_user_agreement.pdf|
|Additional Information||From: Soil Behavior Fundamentals to Innovations in Geotechnical Engineering.
Geo-Congress 2014, 23-26 February 2014, Atlanta, Georgia.
Olson Session Paper final.pdf
Copyright information regarding this work can be found at the following address: http://eprints.nottingham.ac.uk/end_user_agreement.pdf
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