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    Construction Quality Control for Asphalt Concrete Hydraulic Barriers

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    John J. Bowders
    ,
    J. Erik Loehr
    ,
    Deepak Neupane
    ,
    Abdelmalek Bouazza
    DOI: 10.1061/(ASCE)1090-0241(2003)129:3(219)
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt concrete has been used for low permeability barriers in numerous applications over many centuries. In recent times, asphalt concrete barriers have been used for waste containment applications. The hydraulic conductivity of asphalt concrete specimens can be measured in the laboratory; however, there is no expedient, efficient way of accurately measuring the in situ hydraulic conductivity of low permeability asphalt concrete shortly after its placement and compaction in the field. A method has been developed to efficiently check the in situ hydraulic conductivity of asphalt concrete in the field. Asphalt concrete specimens with varying asphalt cement contents and unit weights were prepared in the laboratory and their hydraulic conductivity measured. The measured hydraulic conductivity data were grouped into different ranges and plotted as a function of unit weight and asphalt cement content. An acceptable zone was specified for a combination of asphalt cement content and unit weight that resulted in a specified hydraulic conductivity. In the field, a quality control inspector can check the unit weight and asphalt cement content of the in-place barrier to make sure it lies within the acceptable zone. The asphalt cement content and unit weight can be readily measured, thereby allowing rapid acceptance or rejection of the asphalt concrete barrier shortly after compaction.
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      Construction Quality Control for Asphalt Concrete Hydraulic Barriers

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52312
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJohn J. Bowders
    contributor authorJ. Erik Loehr
    contributor authorDeepak Neupane
    contributor authorAbdelmalek Bouazza
    date accessioned2017-05-08T21:27:39Z
    date available2017-05-08T21:27:39Z
    date copyrightMarch 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A3%28219%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52312
    description abstractAsphalt concrete has been used for low permeability barriers in numerous applications over many centuries. In recent times, asphalt concrete barriers have been used for waste containment applications. The hydraulic conductivity of asphalt concrete specimens can be measured in the laboratory; however, there is no expedient, efficient way of accurately measuring the in situ hydraulic conductivity of low permeability asphalt concrete shortly after its placement and compaction in the field. A method has been developed to efficiently check the in situ hydraulic conductivity of asphalt concrete in the field. Asphalt concrete specimens with varying asphalt cement contents and unit weights were prepared in the laboratory and their hydraulic conductivity measured. The measured hydraulic conductivity data were grouped into different ranges and plotted as a function of unit weight and asphalt cement content. An acceptable zone was specified for a combination of asphalt cement content and unit weight that resulted in a specified hydraulic conductivity. In the field, a quality control inspector can check the unit weight and asphalt cement content of the in-place barrier to make sure it lies within the acceptable zone. The asphalt cement content and unit weight can be readily measured, thereby allowing rapid acceptance or rejection of the asphalt concrete barrier shortly after compaction.
    publisherAmerican Society of Civil Engineers
    titleConstruction Quality Control for Asphalt Concrete Hydraulic Barriers
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:3(219)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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