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    Solidification of New Zealand Harbor Sediments Using Cementitious Materials

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author:
    D. G. Wareham
    ,
    J. R. Mackechnie
    DOI: 10.1061/(ASCE)0899-1561(2006)18:2(311)
    Publisher: American Society of Civil Engineers
    Abstract: Dredged harbor sediments contaminated with harmful industrial chemicals need to be physically and chemically stabilized before being used in harbor developments. Solidification is often done using cement or lime additions but the performance of these materials is affected by the type and content of clay in the sediments. Two New Zealand harbor sediments, containing 18–27% clay and moderate levels of heavy metals, were investigated as part of marina developments in Nelson and Auckland harbors. Binding of these sediments was investigated using Portland cement, cement kiln dust, lime, amorphous silica, and diatomite. The effectiveness of physical binding of these systems was found to be dependent on the clay type, with montmorillonite clays producing higher compressive strength than kaolinite clays (cf. highest strengths of 1,320 and 630 kPa, respectively). Research findings indicate that effective solidification of contaminated harbor sediments is possible using a range of materials including waste products from the cement industry such as cement kiln dust that produced strengths of almost 800 kPa.
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      Solidification of New Zealand Harbor Sediments Using Cementitious Materials

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46130
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    • Journal of Materials in Civil Engineering

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    contributor authorD. G. Wareham
    contributor authorJ. R. Mackechnie
    date accessioned2017-05-08T21:18:00Z
    date available2017-05-08T21:18:00Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A2%28311%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46130
    description abstractDredged harbor sediments contaminated with harmful industrial chemicals need to be physically and chemically stabilized before being used in harbor developments. Solidification is often done using cement or lime additions but the performance of these materials is affected by the type and content of clay in the sediments. Two New Zealand harbor sediments, containing 18–27% clay and moderate levels of heavy metals, were investigated as part of marina developments in Nelson and Auckland harbors. Binding of these sediments was investigated using Portland cement, cement kiln dust, lime, amorphous silica, and diatomite. The effectiveness of physical binding of these systems was found to be dependent on the clay type, with montmorillonite clays producing higher compressive strength than kaolinite clays (cf. highest strengths of 1,320 and 630 kPa, respectively). Research findings indicate that effective solidification of contaminated harbor sediments is possible using a range of materials including waste products from the cement industry such as cement kiln dust that produced strengths of almost 800 kPa.
    publisherAmerican Society of Civil Engineers
    titleSolidification of New Zealand Harbor Sediments Using Cementitious Materials
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:2(311)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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