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    Stress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author:
    N. M. Toohey
    ,
    M. A. Mooney
    ,
    R. G. Bearce
    DOI: 10.1061/(ASCE)MT.1943-5533.0000749
    Publisher: American Society of Civil Engineers
    Abstract: Given the schedule pressure of lime-stabilized soil construction, many agencies specify the use of elevated temperature (e.g., 41°C), shorter duration (e.g., 5–7 days) accelerated specimen curing for unconfined compressive strength (
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      Stress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67147
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    contributor authorN. M. Toohey
    contributor authorM. A. Mooney
    contributor authorR. G. Bearce
    date accessioned2017-05-08T21:56:22Z
    date available2017-05-08T21:56:22Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000783.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67147
    description abstractGiven the schedule pressure of lime-stabilized soil construction, many agencies specify the use of elevated temperature (e.g., 41°C), shorter duration (e.g., 5–7 days) accelerated specimen curing for unconfined compressive strength (
    publisherAmerican Society of Civil Engineers
    titleStress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing
    typeJournal Paper
    journal volume25
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000749
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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