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    Multiple Thixotropisms of Liquid Limit–Consistency Clays Unraveled by Multiscale Experimentation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 001::page 04021165
    Author:
    Jing Peng
    ,
    Shengmin Luo
    ,
    Dongfang Wang
    ,
    Yiming Cao
    ,
    Don J. DeGroot
    ,
    Guoping Zhang
    DOI: 10.1061/(ASCE)GT.1943-5606.0002705
    Publisher: ASCE
    Abstract: Multiscale experiments were conducted to investigate the thixotropic behavior of a naturally occurring illite-rich marine clay with a moderate salinity and of a manufactured, highly purified kaolin clay at respective liquid limits. The temporal evolution in undrained shear strength su and small-strain shear modulus Gmax was assessed using fall cone and bender element testing, and one-dimensional X-ray diffraction and electron microscopy were employed to probe microfabric changes. Results showed that both the su and Gmax of the two very soft clays exhibited a time-dependent increase by as much as 330% and 386% over ∼64  days, respectively, which can be divided into two stages with drastically different rates: a much higher rate during the initial 2–7 days, and a lower rate over extended time. Such a transition in the hardening rate manifested dissimilar thixotropic mechanisms dominating the two stages; whereas the initial stage is controlled by fabric aging chiefly dictating su, including particle rearrangements (e.g., reorientation, aggregation, and flocculation) and homogenization of defects and disturbance, the later stage is controlled by contact aging dominating the long-term increase in Gmax. A temporal increase in both the su and Gmax fit the three-unit Burgers model well, further confirming that multiple mechanisms contribute to different thixotropic stages with dissimilar rates.
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      Multiple Thixotropisms of Liquid Limit–Consistency Clays Unraveled by Multiscale Experimentation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283544
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    contributor authorJing Peng
    contributor authorShengmin Luo
    contributor authorDongfang Wang
    contributor authorYiming Cao
    contributor authorDon J. DeGroot
    contributor authorGuoping Zhang
    date accessioned2022-05-07T21:17:26Z
    date available2022-05-07T21:17:26Z
    date issued2021-10-19
    identifier other(ASCE)GT.1943-5606.0002705.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283544
    description abstractMultiscale experiments were conducted to investigate the thixotropic behavior of a naturally occurring illite-rich marine clay with a moderate salinity and of a manufactured, highly purified kaolin clay at respective liquid limits. The temporal evolution in undrained shear strength su and small-strain shear modulus Gmax was assessed using fall cone and bender element testing, and one-dimensional X-ray diffraction and electron microscopy were employed to probe microfabric changes. Results showed that both the su and Gmax of the two very soft clays exhibited a time-dependent increase by as much as 330% and 386% over ∼64  days, respectively, which can be divided into two stages with drastically different rates: a much higher rate during the initial 2–7 days, and a lower rate over extended time. Such a transition in the hardening rate manifested dissimilar thixotropic mechanisms dominating the two stages; whereas the initial stage is controlled by fabric aging chiefly dictating su, including particle rearrangements (e.g., reorientation, aggregation, and flocculation) and homogenization of defects and disturbance, the later stage is controlled by contact aging dominating the long-term increase in Gmax. A temporal increase in both the su and Gmax fit the three-unit Burgers model well, further confirming that multiple mechanisms contribute to different thixotropic stages with dissimilar rates.
    publisherASCE
    titleMultiple Thixotropisms of Liquid Limit–Consistency Clays Unraveled by Multiscale Experimentation
    typeJournal Paper
    journal volume148
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002705
    journal fristpage04021165
    journal lastpage04021165-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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