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    Assessing Variations in Sediment Properties and Erodibility in Harrison Bay, Alaska, Using a Portable Free-Fall Penetrometer

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 003::page 04025019-1
    Author:
    Nicola C. Brilli
    ,
    Nina Stark
    ,
    Emily Eidam
    ,
    Jaap Nienhuis
    ,
    Celso Castro-Bolinaga
    DOI: 10.1061/JCRGEI.CRENG-857
    Publisher: American Society of Civil Engineers
    Abstract: Geomechanical data of Arctic nearshore and offshore seabed sediments remain sparse. Two field surveys were conducted in Harrison Bay, Alaska, in the summers of 2021 and 2022. These surveys involved portable free-fall penetrometer (PFFP) deployments, grab sampling, gravity coring, and compressed high-intensity radar pulse sonar for seabed investigation and bathymetric surveying. The goals of this study were to test geomechanical seabed surface sediments in situ using a PFFP, relate those properties to erodibility parameters from a jet erosion test (JET), and demonstrate the potential use of geomechanical seabed mapping to better inform numerical models of shelf morphological evolution in an Arctic environment. After deriving the firmness factor (FF) from the PFFP data, a classification scheme was developed with an FF = 450 m−1 threshold differentiating cohesive and noncohesive sediments at a threshold fines content of 30%. Strength properties were then calculated for cohesive or noncohesive sediments, respectively. For noncohesive sediments, the packing state in the form of relative density was related to the JET-derived detachment coefficient, kd, with the critical shear stress being determined via empirical relations. Three categories were assigned for cohesive sediments: an undrained shear strength separator of su = 2 kPa correlated well with groupings of kd obtained from JET performed on gravity core samples, and the third category for the least erosive sediments was developed for su values greater than 20 kPa. These categories helped explain variability in erodibility and sediment strength across the entire bay and a focused 13 km transect on the inner shelf. Recently deposited sediment from bluff erosion and ice-scoured seabed were both classified in the highest erodibility group, highlighting the usefulness of this classification system for studying morphodynamics in Arctic environments.
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      Assessing Variations in Sediment Properties and Erodibility in Harrison Bay, Alaska, Using a Portable Free-Fall Penetrometer

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    contributor authorNicola C. Brilli
    contributor authorNina Stark
    contributor authorEmily Eidam
    contributor authorJaap Nienhuis
    contributor authorCelso Castro-Bolinaga
    date accessioned2025-08-17T22:42:17Z
    date available2025-08-17T22:42:17Z
    date copyright9/1/2025 12:00:00 AM
    date issued2025
    identifier otherJCRGEI.CRENG-857.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307323
    description abstractGeomechanical data of Arctic nearshore and offshore seabed sediments remain sparse. Two field surveys were conducted in Harrison Bay, Alaska, in the summers of 2021 and 2022. These surveys involved portable free-fall penetrometer (PFFP) deployments, grab sampling, gravity coring, and compressed high-intensity radar pulse sonar for seabed investigation and bathymetric surveying. The goals of this study were to test geomechanical seabed surface sediments in situ using a PFFP, relate those properties to erodibility parameters from a jet erosion test (JET), and demonstrate the potential use of geomechanical seabed mapping to better inform numerical models of shelf morphological evolution in an Arctic environment. After deriving the firmness factor (FF) from the PFFP data, a classification scheme was developed with an FF = 450 m−1 threshold differentiating cohesive and noncohesive sediments at a threshold fines content of 30%. Strength properties were then calculated for cohesive or noncohesive sediments, respectively. For noncohesive sediments, the packing state in the form of relative density was related to the JET-derived detachment coefficient, kd, with the critical shear stress being determined via empirical relations. Three categories were assigned for cohesive sediments: an undrained shear strength separator of su = 2 kPa correlated well with groupings of kd obtained from JET performed on gravity core samples, and the third category for the least erosive sediments was developed for su values greater than 20 kPa. These categories helped explain variability in erodibility and sediment strength across the entire bay and a focused 13 km transect on the inner shelf. Recently deposited sediment from bluff erosion and ice-scoured seabed were both classified in the highest erodibility group, highlighting the usefulness of this classification system for studying morphodynamics in Arctic environments.
    publisherAmerican Society of Civil Engineers
    titleAssessing Variations in Sediment Properties and Erodibility in Harrison Bay, Alaska, Using a Portable Free-Fall Penetrometer
    typeJournal Article
    journal volume39
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/JCRGEI.CRENG-857
    journal fristpage04025019-1
    journal lastpage04025019-12
    page12
    treeJournal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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