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

Jones, Larry; Hyun, Boo

i

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

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

File Language:

English

Details

Creators:

Jones, Larry ; Hyun, Boo
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
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:sha-512:c9387fb5a94e9527408e03ccfe7c689cf8742512e0ef021ed40012b21654a588f1af4a6ba6bdd7f3f232872f63e4f8ba6d3ee201e93b85c289fb0999f05fcc5f
Download URL:

https://rosap.ntl.bts.gov/view/dot/74630/dot_74630_DS1.pdf
File Type:

[PDF - 369.60 KB ]

File Language:

English

ON THIS PAGE

Details Related Documents

ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.