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    Vertical Stress Formulas for Triangular Loading

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author:
    Ramon Jarquio
    ,
    Victor Jarquio
    DOI: 10.1061/(ASCE)0733-9410(1984)110:1(73)
    Publisher: American Society of Civil Engineers
    Abstract: Exact formulas for the calculation of vertical stresses in soil are presented without the use of charts and tables. Formulas are derived using the basic Boussinesq's equation for a point load to calculate the vertical stresses due to a triangular loading on a rectangular area.
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      Vertical Stress Formulas for Triangular Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19475
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    • Journal of Geotechnical Engineering

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    contributor authorRamon Jarquio
    contributor authorVictor Jarquio
    date accessioned2017-05-08T20:33:26Z
    date available2017-05-08T20:33:26Z
    date copyrightJanuary 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A1%2873%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19475
    description abstractExact formulas for the calculation of vertical stresses in soil are presented without the use of charts and tables. Formulas are derived using the basic Boussinesq's equation for a point load to calculate the vertical stresses due to a triangular loading on a rectangular area.
    publisherAmerican Society of Civil Engineers
    titleVertical Stress Formulas for Triangular Loading
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:1(73)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 001
    contenttypeFulltext
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