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    Load Settlement Response of Footing Placed over Buried Flexible Pipe through a Model Plate Load Test

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
    Author:
    Amit
    ,
    Srivastava
    ,
    Chaitanya R.
    ,
    Goyal
    ,
    Abhishek
    ,
    Raghuvanshi
    DOI: 10.1061/(ASCE)GM.1943-5622.0000228
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the load-settlement response of a surface footing placed over buried flexible pipe through model plate load tests. Experiments are conducted in a rectangular box after placing a model footing on the surface of sand placed at two different relative densities. Combination of tests were performed, such as, (1) model footing placed over sand compacted at low relative density (
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      Load Settlement Response of Footing Placed over Buried Flexible Pipe through a Model Plate Load Test

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61632
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    contributor authorAmit
    contributor authorSrivastava
    contributor authorChaitanya R.
    contributor authorGoyal
    contributor authorAbhishek
    contributor authorRaghuvanshi
    date accessioned2017-05-08T21:45:35Z
    date available2017-05-08T21:45:35Z
    date copyrightAugust 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000241.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61632
    description abstractThis paper presents the load-settlement response of a surface footing placed over buried flexible pipe through model plate load tests. Experiments are conducted in a rectangular box after placing a model footing on the surface of sand placed at two different relative densities. Combination of tests were performed, such as, (1) model footing placed over sand compacted at low relative density (
    publisherAmerican Society of Civil Engineers
    titleLoad Settlement Response of Footing Placed over Buried Flexible Pipe through a Model Plate Load Test
    typeJournal Paper
    journal volume13
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000228
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
    contenttypeFulltext
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