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    Stability of Retaining Walls against Overturning

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author:
    Venanzio R. Greco
    DOI: 10.1061/(ASCE)1090-0241(1997)123:8(778)
    Publisher: American Society of Civil Engineers
    Abstract: The safety factor of wall stability against overturning is defined as the ratio between the sum of resisting moments and the sum of overturning moments. In evaluating these moments, the vertical component of the active thrust on the wall may be considered in two different ways: as decreasing the overturning moment, or increasing the resisting one. This technical note shows that both these definitions are false because the safety factor value depends on the thrust surface being arbitrarily assumed in the analysis. Wall stability against overturning can, however, be assessed using the position of the resultant force on the base, which is unaffected by the assumed thrust surface. Contrary to overturning, safety factors against sliding and bearing capacity are unaffected by the assumed thrust surface.
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      Stability of Retaining Walls against Overturning

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    contributor authorVenanzio R. Greco
    date accessioned2017-05-08T21:26:11Z
    date available2017-05-08T21:26:11Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A8%28778%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51393
    description abstractThe safety factor of wall stability against overturning is defined as the ratio between the sum of resisting moments and the sum of overturning moments. In evaluating these moments, the vertical component of the active thrust on the wall may be considered in two different ways: as decreasing the overturning moment, or increasing the resisting one. This technical note shows that both these definitions are false because the safety factor value depends on the thrust surface being arbitrarily assumed in the analysis. Wall stability against overturning can, however, be assessed using the position of the resultant force on the base, which is unaffected by the assumed thrust surface. Contrary to overturning, safety factors against sliding and bearing capacity are unaffected by the assumed thrust surface.
    publisherAmerican Society of Civil Engineers
    titleStability of Retaining Walls against Overturning
    typeJournal Paper
    journal volume123
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:8(778)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    contenttypeFulltext
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