PERFORMANCE OF A REINFORCED EARTH FILL
Design methods and field performance studies are presented for the reinforced earth embankment on Cal-39 in Los Angeles County. Rankine's state of stress theory was employed to derive the equations for designing the reinforcement. Strain energy principle was introduced to develop the equations for designing the steel skin plate. Comprehensive instrumentation was installed to study the field behavior. The field-observed data indicate close agreement between the design assumptions and field behavior. Recommendations concerning stability analyses and corrosion were also included.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03611981
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Embankments and Earth Slopes. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- Chang, Jerry C
- Forsyth, Raymond A
- Beaton, John L
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Conference:
- 53rd Annual Meeting of the Highway Research Board
- Location: Washington District of Columbia, United States
- Date: 1974-1-21 to 1974-1-25
- Publication Date: 1974
Media Info
- Media Type: Digital/other
- Features: Figures; References;
- Pagination: pp 56-68
- Monograph Title: SOIL MECHANICS
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Serial:
- Transportation Research Record
- Issue Number: 510
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Design methods; Earth pressure; Embankments; Field studies; Fills; Mechanically stabilized earth; Stresses; Triaxial shear tests
- Old TRIS Terms: Rankine equations
- Subject Areas: Design; Geotechnology; Highways;
Filing Info
- Accession Number: 00081325
- Record Type: Publication
- ISBN: 0309023548
- Files: TRIS, TRB
- Created Date: Mar 26 1975 12:00AM