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    Semiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 001
    Author:
    Yong Tan
    ,
    Ye Lu
    ,
    Fangle Peng
    DOI: 10.1061/(ASCE)CF.1943-5509.0000059
    Publisher: American Society of Civil Engineers
    Abstract: With an inclinometer casing mounted on a sheet pile wall in peat bogs, sheet pile wall deflections were measured during a trial deep dynamic compaction (DDC) test. Analyses of the trial testing data indicated that sheet pie wall deflections were significantly affected by the tamping distance,
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      Semiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/57649
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    contributor authorYong Tan
    contributor authorYe Lu
    contributor authorFangle Peng
    date accessioned2017-05-08T21:37:14Z
    date available2017-05-08T21:37:14Z
    date copyrightFebruary 2010
    date issued2010
    identifier other%28asce%29cf%2E1943-5509%2E0000062.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57649
    description abstractWith an inclinometer casing mounted on a sheet pile wall in peat bogs, sheet pile wall deflections were measured during a trial deep dynamic compaction (DDC) test. Analyses of the trial testing data indicated that sheet pie wall deflections were significantly affected by the tamping distance,
    publisherAmerican Society of Civil Engineers
    titleSemiempirical Approach for Estimation of DDC-Induced Deflections of Sheet Pile Walls in Peat
    typeJournal Paper
    journal volume24
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000059
    treeJournal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 001
    contenttypeFulltext
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