Chapter
Apr 26, 2012

Vibration due to Driving Concrete Piles Using Open-Ended Diesel Hammer in Central and South Florida

Publication: 7th FMGM 2007: Field Measurements in Geomechanics

Abstract

This paper presents the results of vibration monitoring studies conducted during pile driving operations on Florida's Turnpike Enterprise (FTE) projects in central and south Florida. Seismographs were placed at various distances from the pile driving operations to measure the attenuation of peak particle velocity (PPV) with distance. The seismographs were synchronized in real-time with Pile Driving Analyzer (PDA) to develop correlations between actual driving energy generated by pile driving hammers and induced PPV, and between axial pile capacity and PPV. The study also examines the influence of predrilling on the vibration magnitude.

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Go to FMGM 2007
7th FMGM 2007: Field Measurements in Geomechanics
Pages: 1 - 12

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Published online: Apr 26, 2012

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P.E.
M.ASCE
Supervising Geotechnical Engineer, Florida's Turnpike / PB Americas, Inc., PO Box 9828, Ft. Lauderdale FL 33310. E-mail: [email protected]
P.E.
M.ASCE
Turnpike Enterprise Materials and Research Engineer, Florida's Turnpike, PO Box 613069, Ocoee FL 34761. E-mail: [email protected]
Yeo Hoon Yoon [email protected]
P.E.
M.ASCE
Geotechnical Engineer, Florida's Turnpike / PB Americas, Inc., PO Box 9828, Ft. Lauderdale FL 33310. E-mail: [email protected]
Roger Gobin, Ph.D. [email protected]
P.E.
M.ASCE
Lead Geotechnical Engineer, Florida's Turnpike / PB Americas, Inc., PO Box 613069, Ocoee FL 34761. E-mail: [email protected]
Sharat Gollamudi [email protected]
M.ASCE
Geotechnical Engineer, Florida's Turnpike / PB Americas, Inc., PO Box 613069, Ocoee FL 34761. E-mail: [email protected]

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