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    Performance of Strip Footing on Stratified Soil Deposit with Void

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    G. Azam
    ,
    C. W. Hsieh
    ,
    M. C. Wang
    DOI: 10.1061/(ASCE)0733-9410(1991)117:5(753)
    Publisher: American Society of Civil Engineers
    Abstract: The performance of strip footings on a homogeneous soil and a stratified deposit containing two soil layers both with and without a continous void is investigated. Various factors affecting footing performance are analyzed. The study is made by means of the finite‐element method. Results of the study indicate that for a soil layer of finite thickness underlain by bedrock, the effect of bedrock on footing performance becomes negligible when the soil‐layer thickness approaches approximately six times footing width. For a two‐layer soil system, top‐layer thickness and strength ratio between the two layers affect footing performance. With the presence of a void under the footing, the degree of void effect on footing performance depends on void location, depth to bedrock, and layer characteristics such as layer thickness and strength ratio.
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      Performance of Strip Footing on Stratified Soil Deposit with Void

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20805
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    contributor authorG. Azam
    contributor authorC. W. Hsieh
    contributor authorM. C. Wang
    date accessioned2017-05-08T20:36:03Z
    date available2017-05-08T20:36:03Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A5%28753%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20805
    description abstractThe performance of strip footings on a homogeneous soil and a stratified deposit containing two soil layers both with and without a continous void is investigated. Various factors affecting footing performance are analyzed. The study is made by means of the finite‐element method. Results of the study indicate that for a soil layer of finite thickness underlain by bedrock, the effect of bedrock on footing performance becomes negligible when the soil‐layer thickness approaches approximately six times footing width. For a two‐layer soil system, top‐layer thickness and strength ratio between the two layers affect footing performance. With the presence of a void under the footing, the degree of void effect on footing performance depends on void location, depth to bedrock, and layer characteristics such as layer thickness and strength ratio.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Strip Footing on Stratified Soil Deposit with Void
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:5(753)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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