Appendix : liquefaction damage to bridges and approach embankment : catalog of selected case histories.

Dickenson, Stephen E.; McCullough, Nason J.; Barkau, Mark G.; Wavra, Bryan J.; Oregon State University. Department of Civil, Construction, and Environmental Engineering

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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.

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Appendix : liquefaction damage to bridges and approach embankment : catalog of selected case histories.

2002-11-01
By Dickenson, Stephen E. ; McCullough, Nason J. ; Barkau, Mark G. ; ...

[PDF-395.03 KB]

English

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Details:

Alternative Title:

Assessment and mitigation of liquefaction hazards to bridge approach embankments in Oregon : appendix.
Creators:

Dickenson, Stephen E. ; McCullough, Nason J. ; Barkau, Mark G. ; Wavra, Bryan J.

Dickenson, Stephen E. ; McCullough, Nason J. ; Barkau, Mark G. ; Wavra, Bryan J. Less -
Corporate Creators:

Oregon State University. Department of Civil, Construction, and Environmental Engineering
Corporate Contributors:

Oregon. Dept. of Transportation. Research Group ; United States. Federal Highway Administration

Oregon. Dept. of Transportation. Research Group ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Approach Embankments Bridges Case Studies Catalogs Earthquake Resistant Design Embankments Failure Liquefaction Performance Evaluations
Publication/ Report Number:

FHWA-OR-RD-03-04
Resource Type:

Tech Report
Corporate Publisher:

Oregon State University. Dept. of Civil, Construction, and Environmental Engineering
Abstract:

The catalog documents the seismic performance of bridges and ancillary components in the presence of liquefaction-induced ground displacements. Data pertaining to seismological, geotechnical, and structural aspects of numerous case studies are presented in order to facilitate the development of empirical guidelines for the identification of vulnerable foundation and bridge elements.

Each bridge in this catalog has been assigned a subjective damage severity rating (DSR) according to the classification scheme outlined. The classification scheme was developed in order to categorize bridge foundation displacements and the resulting damage into four degrees of severity. This classification scheme does not explicitly provide a causal relationship between the various seismic hazards and the mode of observed damage, it is however useful for documenting the pertinent characteristics of the earthquakes, site characteristics and the associated damage.
Format:

PDF
Funding:

SPR 361
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:f5e88d852664cbbf0629ab65ad45d20a94893113349108a37f26a804ecc636a7
Download URL:

https://rosap.ntl.bts.gov/view/dot/22904/dot_22904_DS1.pdf
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Appendix : liquefaction damage to bridges and approach embankment : catalog of selected case histories.

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