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    Modulus-Suction-Moisture Relationship for Compacted Soils in Postcompaction State

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author:
    A. Sawangsuriya
    ,
    T. B. Edil
    ,
    P. J. Bosscher
    DOI: 10.1061/(ASCE)GT.1943-5606.0000108
    Publisher: American Society of Civil Engineers
    Abstract: Despite clear evidence, changes in mechanical properties (i.e., stiffness or modulus) of compacted subgrades in response to subgrade moisture regime changes after construction have rarely been investigated in the geotechnical profession. In particular, when in-service assessment of pavement subgrade is made, the modulus-moisture variation should be addressed on the basis of unsaturated soil mechanics. This study presents the unsaturated small-strain modulus behavior of five predominately fine-grained compacted subgrade soils. The small-strain shear modulus
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      Modulus-Suction-Moisture Relationship for Compacted Soils in Postcompaction State

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61876
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorA. Sawangsuriya
    contributor authorT. B. Edil
    contributor authorP. J. Bosscher
    date accessioned2017-05-08T21:46:26Z
    date available2017-05-08T21:46:26Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000123.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61876
    description abstractDespite clear evidence, changes in mechanical properties (i.e., stiffness or modulus) of compacted subgrades in response to subgrade moisture regime changes after construction have rarely been investigated in the geotechnical profession. In particular, when in-service assessment of pavement subgrade is made, the modulus-moisture variation should be addressed on the basis of unsaturated soil mechanics. This study presents the unsaturated small-strain modulus behavior of five predominately fine-grained compacted subgrade soils. The small-strain shear modulus
    publisherAmerican Society of Civil Engineers
    titleModulus-Suction-Moisture Relationship for Compacted Soils in Postcompaction State
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000108
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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