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    Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author:
    Ali Khosravi
    ,
    Amirhossein Hashemi
    ,
    Sahar Ghadirianniari
    ,
    Mohammad Khosravi
    DOI: 10.1061/(ASCE)GT.1943-5606.0002275
    Publisher: ASCE
    Abstract: A new framework is developed to extend an existing small-strain shear modulus (Gmax) model to determine Gmax of unsaturated silty soils along different paths of the soil water retention curve (SWRC) including the scanning loops. The suitability of the proposed framework is validated against experimental results of a series of bender-element tests performed in this study and data reported in literature. Measured values of Gmax showed a slight hysteresis in the Gmax measurements along the scanning curves of the SWRC, with lower values along the wetting scanning paths. However, results indicated that the value of Gmax was recovered once the main drying path was reached. Results of this study also indicated that Gmax behavior of the silty specimen along the scanning curves was stress dependent. The model was observed to follow the experimental data along different paths of the SWRC including scanning curves.
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      Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4265817
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    contributor authorAli Khosravi
    contributor authorAmirhossein Hashemi
    contributor authorSahar Ghadirianniari
    contributor authorMohammad Khosravi
    date accessioned2022-01-30T19:42:01Z
    date available2022-01-30T19:42:01Z
    date issued2020
    identifier other%28ASCE%29GT.1943-5606.0002275.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265817
    description abstractA new framework is developed to extend an existing small-strain shear modulus (Gmax) model to determine Gmax of unsaturated silty soils along different paths of the soil water retention curve (SWRC) including the scanning loops. The suitability of the proposed framework is validated against experimental results of a series of bender-element tests performed in this study and data reported in literature. Measured values of Gmax showed a slight hysteresis in the Gmax measurements along the scanning curves of the SWRC, with lower values along the wetting scanning paths. However, results indicated that the value of Gmax was recovered once the main drying path was reached. Results of this study also indicated that Gmax behavior of the silty specimen along the scanning curves was stress dependent. The model was observed to follow the experimental data along different paths of the SWRC including scanning curves.
    publisherASCE
    titleVariation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting
    typeJournal Paper
    journal volume146
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002275
    page04020050
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    contenttypeFulltext
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