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    Developments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches

    Source: Applied Mechanics Reviews:;1998:;volume( 051 ):;issue: 011::page 651
    Author:
    Andrzej Sawicki
    DOI: 10.1115/1.3098982
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Reinforced soil (RS) is a composite material built of a soil matrix reinforced with other materials such as metal strips, geosynthetics etc. RS has been increasingly used in civil engineering, either as a cheaper alternative to classical geotechnical structures, or as an independent technical solution. The aim of this article is to present a state-of-the-art review concerning the mechanics of RS and mechanics of RS structures. Research on both subjects was initiated by pioneering works of H Vidal in the 1960s. First, a brief introduction is presented followed by a review of mechanical models of RS, including rigid-plastic, elasto-plastic, and rheological. Then, the methods of analysis of RS structures are discussed. These methods include the limit states approach, determination of stresses, creep etc. Some research needs are also outlined. The article is presented in the form of a tutorial review which also includes a state-of-the-art review and a basic bibliographical survey. There are 200 references.
    keyword(s): Analytical methods , Soil , Strips , Creep , Metals , Civil engineering , Composite materials , Geosynthetics AND Stress ,
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      Developments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches

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    http://yetl.yabesh.ir/yetl1/handle/yetl/119772
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    contributor authorAndrzej Sawicki
    date accessioned2017-05-08T23:55:22Z
    date available2017-05-08T23:55:22Z
    date copyrightNovember, 1998
    date issued1998
    identifier issn0003-6900
    identifier otherAMREAD-25757#651_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119772
    description abstractReinforced soil (RS) is a composite material built of a soil matrix reinforced with other materials such as metal strips, geosynthetics etc. RS has been increasingly used in civil engineering, either as a cheaper alternative to classical geotechnical structures, or as an independent technical solution. The aim of this article is to present a state-of-the-art review concerning the mechanics of RS and mechanics of RS structures. Research on both subjects was initiated by pioneering works of H Vidal in the 1960s. First, a brief introduction is presented followed by a review of mechanical models of RS, including rigid-plastic, elasto-plastic, and rheological. Then, the methods of analysis of RS structures are discussed. These methods include the limit states approach, determination of stresses, creep etc. Some research needs are also outlined. The article is presented in the form of a tutorial review which also includes a state-of-the-art review and a basic bibliographical survey. There are 200 references.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDevelopments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches
    typeJournal Paper
    journal volume51
    journal issue11
    journal titleApplied Mechanics Reviews
    identifier doi10.1115/1.3098982
    journal fristpage651
    journal lastpage668
    identifier eissn0003-6900
    keywordsAnalytical methods
    keywordsSoil
    keywordsStrips
    keywordsCreep
    keywordsMetals
    keywordsCivil engineering
    keywordsComposite materials
    keywordsGeosynthetics AND Stress
    treeApplied Mechanics Reviews:;1998:;volume( 051 ):;issue: 011
    contenttypeFulltext
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