Determination of Seismically Induced Soil Liquefaction Potential at Proposed Bridge Sites. Volume I - Theoretical Considerations

Ferritto, J. M.; Forrest, J. B.; Naval Construction Battalion Center (Port Hueneme, Calif.). Civil Engineering Laboratory

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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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Determination of Seismically Induced Soil Liquefaction Potential at Proposed Bridge Sites. Volume I - Theoretical Considerations

1977-08-01
By Ferritto, J. M. ; Forrest, J. B.

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English

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Creators:

Ferritto, J. M. ; Forrest, J. B.

Ferritto, J. M. ; Forrest, J. B. Less -
Corporate Creators:

Naval Construction Battalion Center (Port Hueneme, Calif.). Civil Engineering Laboratory
Contributors:

Cooper, James D.
Corporate Contributors:

United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Subject/TRT Terms:

[+]

Bridges Earthquakes Liquefaction Saturated Soils Seismology
Publication/ Report Number:

FHWA-RD-77-127
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report
Contracting Officer:

Cooper, J.D.
Corporate Publisher:

United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Abstract:

The technical report contains two volumes. Volume I gives a technical treatment of seismically induced liquefaction of cohesionless saturated soils. Volume II presents data in a format to be of use as an aid to bridge planners. Specific information is given to estimate earthquake motion and soil strength. Volume I is divided into nine chapters covering soil parameters which affect liquefaction, dynamic properties of soils, summary of methods to predict liquefaction, field and laboratory methods for determining soil parameters, site earthquake motion, soil displacement consequences of liquefaction, and observed bridge damage. Volume I presents a technique for evaluation of probability of liquefaction and possible criteria for siting of bridges.
Format:

PDF
Funding:

5-3-0208
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha-512:6ad3521185f2a354f172e8a8444929d75b2e9582e20a9310c068f5ec65340b9b66c9eb10624ba7bde4c9e22bcd04a91c97a1cee33a2321f7ebf2976ae71258f1
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https://rosap.ntl.bts.gov/view/dot/67498/dot_67498_DS1.pdf
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Determination of Seismically Induced Soil Liquefaction Potential at Proposed Bridge Sites. Volume I - Theoretical Considerations

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