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    Spread Footing Foundation for Highway Bridge Applications

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author:
    Shad M. Sargand
    ,
    Teruhisa Masada
    ,
    Richard Engle
    DOI: 10.1061/(ASCE)1090-0241(1999)125:5(373)
    Publisher: American Society of Civil Engineers
    Abstract: Shallow spread footings on soil are becoming an attractive choice for supporting highway bridge structures. However, to encourage their utilization, well-documented, comprehensive case histories must be established and made accessible to practicing bridge and geotechnical engineers. In addition, performance prediction methods for spread footing foundations must be verified further using carefully compiled field data. This paper is the writers' attempt toward achieving these goals, presenting details of a recently completed research project on 30 bridge spread footings in Ohio. The project data show that spread footings can be used successfully to support highway bridge structures on both cohesionless and cohesive soils, provided that the subsoil conditions are suitable and that the existing performance prediction methods are accurate.
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      Spread Footing Foundation for Highway Bridge Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51718
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorShad M. Sargand
    contributor authorTeruhisa Masada
    contributor authorRichard Engle
    date accessioned2017-05-08T21:26:43Z
    date available2017-05-08T21:26:43Z
    date copyrightMay 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A5%28373%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51718
    description abstractShallow spread footings on soil are becoming an attractive choice for supporting highway bridge structures. However, to encourage their utilization, well-documented, comprehensive case histories must be established and made accessible to practicing bridge and geotechnical engineers. In addition, performance prediction methods for spread footing foundations must be verified further using carefully compiled field data. This paper is the writers' attempt toward achieving these goals, presenting details of a recently completed research project on 30 bridge spread footings in Ohio. The project data show that spread footings can be used successfully to support highway bridge structures on both cohesionless and cohesive soils, provided that the subsoil conditions are suitable and that the existing performance prediction methods are accurate.
    publisherAmerican Society of Civil Engineers
    titleSpread Footing Foundation for Highway Bridge Applications
    typeJournal Paper
    journal volume125
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:5(373)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    contenttypeFulltext
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