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    Reexamination of Lime Stabilization Mechanisms of Expansive Clay

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    Author:
    Honghua Zhao
    ,
    Jun Liu
    ,
    Jing Guo
    ,
    Chunji Zhao
    ,
    Bi-wei Gong
    DOI: 10.1061/(ASCE)MT.1943-5533.0001040
    Publisher: American Society of Civil Engineers
    Abstract: For the purpose of understanding the mechanism that results from treating expansive soil with lime, a series of tests were conducted on selected Nanyang expansive clay. X-ray diffraction tests indicated that the major clay minerals of Nanyang expansive clay are a mixture of illite and smectite with some kaolinite and chlorite. The scanning electron microscope images obtained at different curing times were used to interpret the change in the microstructure and the formation of new products from the lime treated samples. The atomic absorption method was adopted to test the concentration of
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      Reexamination of Lime Stabilization Mechanisms of Expansive Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/71101
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    contributor authorHonghua Zhao
    contributor authorJun Liu
    contributor authorJing Guo
    contributor authorChunji Zhao
    contributor authorBi-wei Gong
    date accessioned2017-05-08T22:05:31Z
    date available2017-05-08T22:05:31Z
    date copyrightJanuary 2015
    date issued2015
    identifier other23112256.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71101
    description abstractFor the purpose of understanding the mechanism that results from treating expansive soil with lime, a series of tests were conducted on selected Nanyang expansive clay. X-ray diffraction tests indicated that the major clay minerals of Nanyang expansive clay are a mixture of illite and smectite with some kaolinite and chlorite. The scanning electron microscope images obtained at different curing times were used to interpret the change in the microstructure and the formation of new products from the lime treated samples. The atomic absorption method was adopted to test the concentration of
    publisherAmerican Society of Civil Engineers
    titleReexamination of Lime Stabilization Mechanisms of Expansive Clay
    typeJournal Paper
    journal volume27
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001040
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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