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    Centrifuge Tests of Cone-Penetration Test of Layered Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 004::page 04022002
    Author:
    Mohammad Khosravi
    ,
    Jason T. DeJong
    ,
    Ross W. Boulanger
    ,
    Ali Khosravi
    ,
    Masoud Hajialilue-Bonab
    ,
    Sumeet K. Sinha
    ,
    Daniel Wilson
    DOI: 10.1061/(ASCE)GT.1943-5606.0002716
    Publisher: ASCE
    Abstract: Two centrifuge model tests were used to examine the effect of soil interlayering on the measured cone-penetration resistance in a layered soil model. The first centrifuge model included four soil profiles: two uniform loose and dense soil profiles and two two-layer sand profiles of loose over dense and dense over loose sands. The other centrifuge model involved a layer of loose or dense sand with varying thickness between overlying and underlying layers of low-plasticity clayey silt. Multiple cone-penetration soundings were performed using cone penetrometers with diameters of 6 and 10 mm. The results showed that the measured tip resistance in layered soils as well as the sensing and development distances depend on sand layer thickness and stiffness contrast between the subsequent soil layers. The results of these experiments were compared with the results obtained from analytical and numerical solutions. The results provide insights on the effect of thin-layer presence on cone tip measurements and an archived data set for evaluating design procedures and numerical analysis methods.
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      Centrifuge Tests of Cone-Penetration Test of Layered Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283554
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMohammad Khosravi
    contributor authorJason T. DeJong
    contributor authorRoss W. Boulanger
    contributor authorAli Khosravi
    contributor authorMasoud Hajialilue-Bonab
    contributor authorSumeet K. Sinha
    contributor authorDaniel Wilson
    date accessioned2022-05-07T21:17:58Z
    date available2022-05-07T21:17:58Z
    date issued2022-01-27
    identifier other(ASCE)GT.1943-5606.0002716.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283554
    description abstractTwo centrifuge model tests were used to examine the effect of soil interlayering on the measured cone-penetration resistance in a layered soil model. The first centrifuge model included four soil profiles: two uniform loose and dense soil profiles and two two-layer sand profiles of loose over dense and dense over loose sands. The other centrifuge model involved a layer of loose or dense sand with varying thickness between overlying and underlying layers of low-plasticity clayey silt. Multiple cone-penetration soundings were performed using cone penetrometers with diameters of 6 and 10 mm. The results showed that the measured tip resistance in layered soils as well as the sensing and development distances depend on sand layer thickness and stiffness contrast between the subsequent soil layers. The results of these experiments were compared with the results obtained from analytical and numerical solutions. The results provide insights on the effect of thin-layer presence on cone tip measurements and an archived data set for evaluating design procedures and numerical analysis methods.
    publisherASCE
    titleCentrifuge Tests of Cone-Penetration Test of Layered Soil
    typeJournal Paper
    journal volume148
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002716
    journal fristpage04022002
    journal lastpage04022002-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
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