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    Effect of Dynamic Compaction on Placement of High-Road Embankment

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
    Author:
    Wei-Lie Zou
    ,
    Zhao Wang
    ,
    Zheng-Fa Yao
    DOI: 10.1061/(ASCE)0887-3828(2005)19:4(316)
    Publisher: American Society of Civil Engineers
    Abstract: This case history presents an application of dynamic compaction in placement of a road embankment with a height of 41 m on the Yuncheng-Sanmenxia Expressway, Shanxi Province, China. The monitoring results during the compaction and the long period after compaction are analyzed and compared with those from compaction by rolling. It is obvious that dynamic compaction has such advantages as a high degree of compaction, a wide suitable range of placement water content (7–19%), and quick construction (over 4 m lift thickness) and can be applied in many high-fill engineering projects. In addition, application of a fabric-enclosed sand drain for treatment of an overwet soft foundation for a road embankment is also introduced.
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      Effect of Dynamic Compaction on Placement of High-Road Embankment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44407
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    contributor authorWei-Lie Zou
    contributor authorZhao Wang
    contributor authorZheng-Fa Yao
    date accessioned2017-05-08T21:15:10Z
    date available2017-05-08T21:15:10Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%290887-3828%282005%2919%3A4%28316%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44407
    description abstractThis case history presents an application of dynamic compaction in placement of a road embankment with a height of 41 m on the Yuncheng-Sanmenxia Expressway, Shanxi Province, China. The monitoring results during the compaction and the long period after compaction are analyzed and compared with those from compaction by rolling. It is obvious that dynamic compaction has such advantages as a high degree of compaction, a wide suitable range of placement water content (7–19%), and quick construction (over 4 m lift thickness) and can be applied in many high-fill engineering projects. In addition, application of a fabric-enclosed sand drain for treatment of an overwet soft foundation for a road embankment is also introduced.
    publisherAmerican Society of Civil Engineers
    titleEffect of Dynamic Compaction on Placement of High-Road Embankment
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2005)19:4(316)
    treeJournal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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