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    Effect of Organic Matter Content and Curing Conditions on the Creep Behavior of an Artificially Stabilized Soil

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 007
    Author:
    Paulo J. Venda Oliveira
    ,
    António A. S. Correia
    ,
    Mónica R. Garcia
    DOI: 10.1061/(ASCE)MT.1943-5533.0000454
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the effect of organic matter content and the curing conditions on the one-dimensional compressibility of Portuguese soft soil stabilized with binders, with a special emphasis on creep behavior. Consolidation and creep oedometer tests were carried out on remolded and stabilized soil samples to study the effects of these factors. The increase of the organic matter content induces the increment of compressibility characteristics, including creep. Curing conditions also affect the one-dimensional compression behavior of the stabilized soil because the underwater curing, the increase of the vertical stress applied on the sample, and the increase of the curing time improve the compressibility characteristics, inducing the reduction of creep deformations.
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      Effect of Organic Matter Content and Curing Conditions on the Creep Behavior of an Artificially Stabilized Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/66826
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    contributor authorPaulo J. Venda Oliveira
    contributor authorAntónio A. S. Correia
    contributor authorMónica R. Garcia
    date accessioned2017-05-08T21:55:50Z
    date available2017-05-08T21:55:50Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29mt%2E1943-5533%2E0000487.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66826
    description abstractThis paper examines the effect of organic matter content and the curing conditions on the one-dimensional compressibility of Portuguese soft soil stabilized with binders, with a special emphasis on creep behavior. Consolidation and creep oedometer tests were carried out on remolded and stabilized soil samples to study the effects of these factors. The increase of the organic matter content induces the increment of compressibility characteristics, including creep. Curing conditions also affect the one-dimensional compression behavior of the stabilized soil because the underwater curing, the increase of the vertical stress applied on the sample, and the increase of the curing time improve the compressibility characteristics, inducing the reduction of creep deformations.
    publisherAmerican Society of Civil Engineers
    titleEffect of Organic Matter Content and Curing Conditions on the Creep Behavior of an Artificially Stabilized Soil
    typeJournal Paper
    journal volume24
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000454
    treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 007
    contenttypeFulltext
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