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    Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author:
    Xingxing He
    ,
    Yijun Chen
    ,
    Yong Wan
    ,
    Lei Liu
    ,
    Qiang Xue
    DOI: 10.1061/(ASCE)GM.1943-5622.0001857
    Publisher: ASCE
    Abstract: The curing stress is an important parameter affecting the mechanical properties of the cement-treated soil. This paper presents the effects of curing stress on the compressive and physical properties of the cement-treated dredged sediment (CDS). The plasticity behavior of CDS is affected by both the cement content and curing stress, whereas the particle size of CDS is mainly influenced by the cement content. The curing stress can reduce the compressibility of CDS significantly and slightly change the compression behavior of the postyielding stage, which is related to the structural behavior of CDS in the compression process. Finally, the strength factor related to the curing stress and cement content was proposed to predict the strength of CDS.
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      Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268849
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    contributor authorXingxing He
    contributor authorYijun Chen
    contributor authorYong Wan
    contributor authorLei Liu
    contributor authorQiang Xue
    date accessioned2022-01-30T21:47:37Z
    date available2022-01-30T21:47:37Z
    date issued11/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001857.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268849
    description abstractThe curing stress is an important parameter affecting the mechanical properties of the cement-treated soil. This paper presents the effects of curing stress on the compressive and physical properties of the cement-treated dredged sediment (CDS). The plasticity behavior of CDS is affected by both the cement content and curing stress, whereas the particle size of CDS is mainly influenced by the cement content. The curing stress can reduce the compressibility of CDS significantly and slightly change the compression behavior of the postyielding stage, which is related to the structural behavior of CDS in the compression process. Finally, the strength factor related to the curing stress and cement content was proposed to predict the strength of CDS.
    publisherASCE
    titleEffect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment
    typeJournal Paper
    journal volume20
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001857
    page11
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    contenttypeFulltext
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