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    Prediction and Performance of Deep Excavations for Courthouse Station, Boston

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author:
    Andrew J. Whittle
    ,
    Gonzalo Corral
    ,
    Lucy C. Jen
    ,
    Robert P. Rawnsley
    DOI: 10.1061/(ASCE)GT.1943-5606.0001246
    Publisher: American Society of Civil Engineers
    Abstract: Construction of the Silverline Courthouse Station in South Boston involved 18-m-deep excavations at a site underlain by more than 24 m of normally and lightly overconsolidated Boston blue clay (BBC). The excavations were supported by 27-m-deep
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      Prediction and Performance of Deep Excavations for Courthouse Station, Boston

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72361
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    contributor authorAndrew J. Whittle
    contributor authorGonzalo Corral
    contributor authorLucy C. Jen
    contributor authorRobert P. Rawnsley
    date accessioned2017-05-08T22:09:01Z
    date available2017-05-08T22:09:01Z
    date copyrightApril 2015
    date issued2015
    identifier other34120091.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72361
    description abstractConstruction of the Silverline Courthouse Station in South Boston involved 18-m-deep excavations at a site underlain by more than 24 m of normally and lightly overconsolidated Boston blue clay (BBC). The excavations were supported by 27-m-deep
    publisherAmerican Society of Civil Engineers
    titlePrediction and Performance of Deep Excavations for Courthouse Station, Boston
    typeJournal Paper
    journal volume141
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001246
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    contenttypeFulltext
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