Effect of pile-driving induced vibrations on nearby structures and other assets.

Zekkos, Adda Athanasopoulos; Woods, Richard D.; Grizi, Athena; University of Michigan. Dept. of Civil and Environmental Engineering

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Effect of pile-driving induced vibrations on nearby structures and other assets.

2013-11-01
By Zekkos, Adda Athanasopoulos ; Woods, Richard D. ; Grizi, Athena

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English

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Creators:

Zekkos, Adda Athanasopoulos ; Woods, Richard D. ; Grizi, Athena

Zekkos, Adda Athanasopoulos ; Woods, Richard D. ; Grizi, Athena Less -
Corporate Creators:

University of Michigan. Dept. of Civil and Environmental Engineering
Subject/TRT Terms:

[+]

Attenuation (Physics) Distance Energy Transfer Geotechnical Engineering Ground Settlement Pile Driving Seismicity Vibration
Publication/ Report Number:

RC-1600
Resource Type:

Tech Report
Geographical Coverage:

Michigan
Corporate Publisher:

Michigan. Dept. of Transportation. Office of Research and Best Practices
Abstract:

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 vibrations in the near vicinity of the

pile. Attenuation rates of vibration decay with radial distance from the driven pile were

calculated. A spreadsheet tool was developed to estimate distances from the pile at which the

threshold settlement vibrations may be exceeded.
Format:

PDF
Funding:

2010-0296
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:3755acd1a8c38773fc2e624d367054a08acc4cedc2a2f1e5a14e6341f23cdb64
Download URL:

https://rosap.ntl.bts.gov/view/dot/27160/dot_27160_DS1.pdf
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Effect of pile-driving induced vibrations on nearby structures and other assets.

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