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

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

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.

i

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.

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

English

Details You May Also Like

Details:

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
Download URL:

https://rosap.ntl.bts.gov/view/dot/67498/dot_67498_DS1.pdf
File Type:

[PDF-10.24 MB]