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    Stability of Leaning Towers

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author:
    James A. Cheney
    ,
    Abbas Abghari
    ,
    Bruce L. Kutter
    DOI: 10.1061/(ASCE)0733-9410(1991)117:2(297)
    Publisher: American Society of Civil Engineers
    Abstract: The Leaning Tower of Pisa has intrigued soil mechanicians for many years as to why it tilted in the first place. The more urgent question is, however, whether it is safe today against complete collapse. Methods available in the literature concern the stability of initially vertical towers, not tilted towers, and even for the former there exist very little physical data in verification. The centrifuge is used here to make model tests on towers having small initial tilt and to determine the critical height of tower that causes instability. Two new approaches are presented that give close correlation with experimental results. These approaches are based upon: (1) The experimental determination of rotational stiffness of the soil foundation system; and (2) a method analogous to that proposed by Southwell (1932) for predicting the stability of imperfect columns.
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      Stability of Leaning Towers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20778
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    contributor authorJames A. Cheney
    contributor authorAbbas Abghari
    contributor authorBruce L. Kutter
    date accessioned2017-05-08T20:35:59Z
    date available2017-05-08T20:35:59Z
    date copyrightFebruary 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A2%28297%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20778
    description abstractThe Leaning Tower of Pisa has intrigued soil mechanicians for many years as to why it tilted in the first place. The more urgent question is, however, whether it is safe today against complete collapse. Methods available in the literature concern the stability of initially vertical towers, not tilted towers, and even for the former there exist very little physical data in verification. The centrifuge is used here to make model tests on towers having small initial tilt and to determine the critical height of tower that causes instability. Two new approaches are presented that give close correlation with experimental results. These approaches are based upon: (1) The experimental determination of rotational stiffness of the soil foundation system; and (2) a method analogous to that proposed by Southwell (1932) for predicting the stability of imperfect columns.
    publisherAmerican Society of Civil Engineers
    titleStability of Leaning Towers
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:2(297)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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