Effect of Pile-driving Induced Vibrations on Nearby Structures and Other Assets PDF Download
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Author: Publisher: ISBN: Category : Piling (Civil engineering) Languages : en Pages : 131
Book Description
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.
Author: Publisher: ISBN: Category : Piling (Civil engineering) Languages : en Pages : 131
Book Description
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.
Author: Richard Woods Publisher: CRC Press ISBN: Category : Architecture Languages : en Pages : 192
Book Description
This book describes the current state of knowledge and practice in judging the potential and determine the practice of agencies that must assess and prevent damages due to piling vibrations
Author: Jorge Enrique Orozco Herrera Publisher: ISBN: Category : Languages : en Pages : 115
Book Description
It is concluded that in cases where vibration levels comply with the thresholds defined by the Florida Department of Transportation (FDOT) large ground deformations can still occur depending on the above-mentioned site-specific variables. In terms of numerical modeling alternatives, a continuous modeling approach offered a better estimation of the stress field generated by pile driving than a discontinuous approach. This allows for better determination of the strains within the soil continuum leading to better ground deformation predictions.
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Author: William Steven Heckman
Author: D. J. Martin
Author: Kyongsun Kim
Author: Richard Woods
Author: Andrew Stephen Gillis
Author: Ferahian, R. H. (Ramzi H.)
Author: Jorge Enrique Orozco Herrera
Author: David Joseph Lapene
Author: Alison McMaster