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    Can Soil Arching Be Insensitive to ϕ ?

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 003
    Author:
    S. Singh
    ,
    N. Sivakugan
    ,
    S. K. Shukla
    DOI: 10.1061/(ASCE)GM.1943-5622.0000047
    Publisher: American Society of Civil Engineers
    Abstract: Arching is a common phenomenon that is encountered in backfilling behind retaining walls, trenches, or underground voids in the mine. Marston’s equation has been widely used and modified for computing stresses within backfills, duly accounting for the reduction in stresses due to arching. A critical appraisal of Marston’s equation and its improved forms reveal that the average vertical stress within the soil backfill at any depth is governed by the product of earth pressure coefficient
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      Can Soil Arching Be Insensitive to ϕ ?

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61441
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    • International Journal of Geomechanics

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    contributor authorS. Singh
    contributor authorN. Sivakugan
    contributor authorS. K. Shukla
    date accessioned2017-05-08T21:45:14Z
    date available2017-05-08T21:45:14Z
    date copyrightJune 2010
    date issued2010
    identifier other%28asce%29gm%2E1943-5622%2E0000059.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61441
    description abstractArching is a common phenomenon that is encountered in backfilling behind retaining walls, trenches, or underground voids in the mine. Marston’s equation has been widely used and modified for computing stresses within backfills, duly accounting for the reduction in stresses due to arching. A critical appraisal of Marston’s equation and its improved forms reveal that the average vertical stress within the soil backfill at any depth is governed by the product of earth pressure coefficient
    publisherAmerican Society of Civil Engineers
    titleCan Soil Arching Be Insensitive to ϕ ?
    typeJournal Paper
    journal volume10
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000047
    treeInternational Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 003
    contenttypeFulltext
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