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Determination of seismically induced soil liquefaction potential at proposed bridge sites : final report : prepared for Federal Highway Administration, Offices of Research and Development

Author: John M Ferritto; J B Forrest; United States. Federal Highway Administration. Offices of Research and Development.; Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
Publisher: Washington : Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ; Springfield, Va. : Available through the National Technical Information Service, 1977.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
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.
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Additional Physical Format: Online version:
Ferritto, John M.
Determination of seismically induced soil liquefaction potential at proposed bridge sites.
Washington : Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ; Springfield, Va. : Available through the National Technical Information Service, 1977
(OCoLC)993742704
Material Type: Government publication, National government publication
Document Type: Book
All Authors / Contributors: John M Ferritto; J B Forrest; United States. Federal Highway Administration. Offices of Research and Development.; Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
OCLC Number: 3766338
Notes: Prepared by Civil Engineering Laboratory, Naval Construction Battalion Center, Port Hueneme, California, under contract no. 5-3-0208.
"FHWA-RD-77-127 ; FHWA-RD-77-128."
Description: 2 volumes : illustrations ; 28 cm
Contents: v. 1. Theoretical considerations.--v. 2. Planning guide for evaluation of liquefaction.
Responsibility: J.M. Ferritto and J.B. Forrest.

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.

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