• Login
    View Item 
    •   Home
    • Research
    • Articles
    • View Item
    •   Home
    • Research
    • Articles
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Browse

    All of KAUSTCommunitiesIssue DateSubmit DateThis CollectionIssue DateSubmit Date

    My Account

    Login

    Quick Links

    Open Access PolicyORCID LibguideTheses and Dissertations LibguideSubmit an Item

    Statistics

    Display statistics

    Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading

    • CSV
    • RefMan
    • EndNote
    • BibTex
    • RefWorks
    Type
    Article
    Authors
    Kim, Sang Yeob cc
    Park, Junghee cc
    Cha, Wonjun
    Lee, Jong-Sub
    Santamarina, Carlos cc
    KAUST Department
    Ali I. Al-Naimi Petroleum Engineering Research Center (ANPERC)
    Physical Science and Engineering (PSE) Division
    Earth Science and Engineering Program
    Energy Resources and Petroleum Engineering Program
    Date
    2020-12-12
    Online Publication Date
    2020-12-12
    Print Publication Date
    2021-02
    Submitted Date
    2019-10-10
    Permanent link to this record
    http://hdl.handle.net/10754/666383
    
    Metadata
    Show full item record
    Abstract
    Sediments experience shear and volumetric strains during freeze–thaw cycles. Measurements during globally drained and undrained cycles under constant deviatoric stresses show that the asymptotic shear and volumetric response vary with sediment type and drainage conditions. In particular, the sediment response is intimately related to the ice pore habit that results from effective stress and the ice capillary pressure σ′z/Δuiw. Pore-invasive ice formation in coarse-grained soils may trigger some contraction during the first freeze–thaw cycle, even in sands denser than the critical state. Grain-displacive ice growth in fine-grained soils causes cryogenic consolidation of the surrounding sediment; subsequent melting of the segregated ice lenses yields a high increase in pore water pressure during undrained thawing, a pronounced volume contraction under drained conditions, and preferential shear deformation along melting ice lenses in either case. Both dilative sand and normally consolidated (NC) clay specimens subjected to deviatoric loading exhibit unceasing vertical strain accumulation (i.e., ratcheting) during freeze–thaw cycles; the void ratio evolves toward asymptotic values in all cases. The freezing rate relative to the pressure diffusion rate Π=DT/Cv regulates drainage conditions during freeze–thaw cycles; globally drained freezing and thawing are anticipated in coarse-grained sediments.
    Citation
    Kim, S. Y., Park, J., Cha, W., Lee, J.-S., & Carlos Santamarina, J. (2021). Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading. Journal of Geotechnical and Geoenvironmental Engineering, 147(2), 06020030. doi:10.1061/(asce)gt.1943-5606.0002464
    Sponsors
    This research was funded by the KAUST endowment. Additional funding was provided by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science, ICT and Future Planning (NRF2020R1A2B5B03001470). Gabrielle E. Abelskamp edited the manuscript.
    Publisher
    American Society of Civil Engineers (ASCE)
    Journal
    Journal of Geotechnical and Geoenvironmental Engineering
    DOI
    10.1061/(asce)gt.1943-5606.0002464
    Additional Links
    http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0002464
    ae974a485f413a2113503eed53cd6c53
    10.1061/(asce)gt.1943-5606.0002464
    Scopus Count
    Collections
    Articles; Energy Resources and Petroleum Engineering Program; Ali I. Al-Naimi Petroleum Engineering Research Center (ANPERC); Physical Science and Engineering (PSE) Division; Earth Science and Engineering Program

    entitlement

     
    DSpace software copyright © 2002-2022  DuraSpace
    Quick Guide | Contact Us | KAUST University Library
    Open Repository is a service hosted by 
    Atmire NV
     

    Export search results

    The export option will allow you to export the current search results of the entered query to a file. Different formats are available for download. To export the items, click on the button corresponding with the preferred download format.

    By default, clicking on the export buttons will result in a download of the allowed maximum amount of items. For anonymous users the allowed maximum amount is 50 search results.

    To select a subset of the search results, click "Selective Export" button and make a selection of the items you want to export. The amount of items that can be exported at once is similarly restricted as the full export.

    After making a selection, click one of the export format buttons. The amount of items that will be exported is indicated in the bubble next to export format.