Location

New York, New York

Date

14 Apr 2004, 4:30 pm - 6:30 pm

Abstract

Dynamic properties of the drilled shaft foundations supporting Doremus Avenue Bridge in Newark, New Jersey were determined by forced vibration testing. Doremus Avenue Bridge has been selected for instrumentation, testing and monitoring because it is first bridge in New Jersey designed according to LRFD specification. The main objectives of the substructure testing at Doremus Avenue Bridge were: (a) site evaluation with respect to the dynamic soil properties, and, (b) shaft evaluation for the purpose of definition of their dynamic stiffness. The site characterization entailed crosshole testing for the purpose of evaluation of the shear modulus profile. The drilled shaft impedance evaluation was done through forced excitation using an electromagnetic shaker. The response of the tested shaft, as well as the response of adjacent shafts, was measured for the purpose of evaluation of the shaft interaction. To gain a better insight into the shaft dynamics, one of the shafts was instrumented with five triaxial geophones distributed along the full length of the shaft. The scope and results of the site characterization, shaft impedance and shaft interaction evaluation are presented.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

5th Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 2004 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Apr 13th, 12:00 AM Apr 17th, 12:00 AM

Dynamic Characterization of the Doremus Avenue Bridge Substructure

New York, New York

Dynamic properties of the drilled shaft foundations supporting Doremus Avenue Bridge in Newark, New Jersey were determined by forced vibration testing. Doremus Avenue Bridge has been selected for instrumentation, testing and monitoring because it is first bridge in New Jersey designed according to LRFD specification. The main objectives of the substructure testing at Doremus Avenue Bridge were: (a) site evaluation with respect to the dynamic soil properties, and, (b) shaft evaluation for the purpose of definition of their dynamic stiffness. The site characterization entailed crosshole testing for the purpose of evaluation of the shear modulus profile. The drilled shaft impedance evaluation was done through forced excitation using an electromagnetic shaker. The response of the tested shaft, as well as the response of adjacent shafts, was measured for the purpose of evaluation of the shaft interaction. To gain a better insight into the shaft dynamics, one of the shafts was instrumented with five triaxial geophones distributed along the full length of the shaft. The scope and results of the site characterization, shaft impedance and shaft interaction evaluation are presented.