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    Stress Path Testing of Realistically Cured Lime and Lime/Cement Stabilized Clay

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author:
    C. D. Rogers
    ,
    D. I. Boardman
    ,
    G. Papadimitriou
    DOI: 10.1061/(ASCE)0899-1561(2006)18:2(259)
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to show that the addition of lime and lime/cement can significantly improve both the stiffness and the resistance to permanent deformation of clay soils even under adverse, though realistic, curing conditions. The AASHTO
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      Stress Path Testing of Realistically Cured Lime and Lime/Cement Stabilized Clay

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    https://yetl.yabesh.ir/yetl1/handle/yetl/46124
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    • Journal of Materials in Civil Engineering

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    contributor authorC. D. Rogers
    contributor authorD. I. Boardman
    contributor authorG. Papadimitriou
    date accessioned2017-05-08T21:17:59Z
    date available2017-05-08T21:17:59Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A2%28259%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46124
    description abstractThis paper aims to show that the addition of lime and lime/cement can significantly improve both the stiffness and the resistance to permanent deformation of clay soils even under adverse, though realistic, curing conditions. The AASHTO
    publisherAmerican Society of Civil Engineers
    titleStress Path Testing of Realistically Cured Lime and Lime/Cement Stabilized Clay
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:2(259)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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