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    Ultimate Bearing Capacity of Two Interfering Rough Strip Footings

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 001
    Author:
    Jyant Kumar
    ,
    Priyanka Ghosh
    DOI: 10.1061/(ASCE)1532-3641(2007)7:1(53)
    Publisher: American Society of Civil Engineers
    Abstract: The ultimate bearing capacity of two interfering strip footings was determined by using the method of stress characteristics. The analysis was performed by choosing two different possible failure mechanisms. The variation of the efficiency factor
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      Ultimate Bearing Capacity of Two Interfering Rough Strip Footings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/55090
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    • International Journal of Geomechanics

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    contributor authorJyant Kumar
    contributor authorPriyanka Ghosh
    date accessioned2017-05-08T21:32:00Z
    date available2017-05-08T21:32:00Z
    date copyrightJanuary 2007
    date issued2007
    identifier other%28asce%291532-3641%282007%297%3A1%2853%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55090
    description abstractThe ultimate bearing capacity of two interfering strip footings was determined by using the method of stress characteristics. The analysis was performed by choosing two different possible failure mechanisms. The variation of the efficiency factor
    publisherAmerican Society of Civil Engineers
    titleUltimate Bearing Capacity of Two Interfering Rough Strip Footings
    typeJournal Paper
    journal volume7
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2007)7:1(53)
    treeInternational Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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