Prediction Model of Vibration-Induced Settlement Due to Pile Driving [Summary]

Jones, Larry; Hyun, Boo; University of Central Florida

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Prediction Model of Vibration-Induced Settlement Due to Pile Driving [Summary]

2024-04-01
By Jones, Larry ; Hyun, Boo

[PDF-369.60 KB]

English

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Creators:

Jones, Larry ; Hyun, Boo

Jones, Larry ; Hyun, Boo Less -
Corporate Creators:

University of Central Florida
Corporate Contributors:

Florida Department of Transportation
Subject/TRT Terms:

[+]

Bridges Deformation Ground Deformations Literature Reviews Pile Driving Settlement (Structures) Soils Vibration
Publication/ Report Number:

BDV24-977-33
Resource Type:

Brief
Geographical Coverage:

Florida ; United States

Florida ; United States Less -
Edition:

Summary
Corporate Publisher:

Florida. Department of Transportation
Abstract:

This research project sought to better understand the mechanisms of pile driving-induced ground vibrations in loose to medium-loose soils. Additionally, the research team sought to develop a method for predicting ground deformations caused by impact pile driving, specifically for the characteristics of Central Florida soil conditions.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:db5644172abc96e84125c85de2f61db9e78b10efbfd800d2b89931f7533fc441
Download URL:

https://rosap.ntl.bts.gov/view/dot/74630/dot_74630_DS1.pdf
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Prediction Model of Vibration-Induced Settlement Due to Pile Driving [Summary]

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