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    Active Thrust Due to Backfill Subject to Lines of Surcharge

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author:
    Venanzio R. Greco
    DOI: 10.1061/(ASCE)1090-0241(2006)132:2(269)
    Publisher: American Society of Civil Engineers
    Abstract: The thrust on retaining walls, when a set of lines of surcharge act on the backfill, is often calculated using analytical solutions partially based on the elasticity theory. Coulomb’s method, which is able to give a numerical solution, is, in contrast, seldom used. This technical note presents the analytical solution of the active thrust on retaining walls based on the approach of Coulomb. It is also usable in seismic conditions, when analyzed by the pseudostatic method of Mononobe and Okabe.
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      Active Thrust Due to Backfill Subject to Lines of Surcharge

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    https://yetl.yabesh.ir/yetl1/handle/yetl/52862
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    contributor authorVenanzio R. Greco
    date accessioned2017-05-08T21:28:29Z
    date available2017-05-08T21:28:29Z
    date copyrightFebruary 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A2%28269%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52862
    description abstractThe thrust on retaining walls, when a set of lines of surcharge act on the backfill, is often calculated using analytical solutions partially based on the elasticity theory. Coulomb’s method, which is able to give a numerical solution, is, in contrast, seldom used. This technical note presents the analytical solution of the active thrust on retaining walls based on the approach of Coulomb. It is also usable in seismic conditions, when analyzed by the pseudostatic method of Mononobe and Okabe.
    publisherAmerican Society of Civil Engineers
    titleActive Thrust Due to Backfill Subject to Lines of Surcharge
    typeJournal Paper
    journal volume132
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:2(269)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002
    contenttypeFulltext
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