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    Geotechnical Properties from Portable Free Fall Penetrometer Measurements in Coastal Environments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023120-1
    Author(s): Reem Jaber; Nina Stark
    Publisher: ASCE
    Abstract: Coastal environments are characterized by a variety of sediment deposits with highly diverse geotechnical properties. Particularly in energetic coastal environments, sediment type and properties may vary on small spatiotemporal ...
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    A Framework for Assessing the Bearing Capacity of Sandy Coastal Soils from Remotely Sensed Moisture Contents 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023083-1
    Author(s): Julie Paprocki; Nina Stark; Heidi Wadman
    Publisher: ASCE
    Abstract: The strength of partially saturated sand is critical for addressing engineering challenges such as beach trafficability or coastal erosion. Mapping strength remotely would allow for surficial geotechnical characterization ...
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    Relating Geotechnical Sediment Properties and Erodibility at a Sandy Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024006-1
    Author(s): Nicola C. Brilli; Nina Stark; Celso Castro-Bolinaga
    Publisher: ASCE
    Abstract: Geotechnical sediment properties, morphological change, and hydrodynamics were measured as part of the During Nearshore Event Experiment (DUNEX) in October 2021 at the sandy Atlantic side beach in Duck, North Carolina. In ...
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    Geotechnical Characterization of a Tidal Estuary Mudflat Using Portable Free-Fall Penetrometers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023131-1
    Author(s): Julie Paprocki; Nina Stark; Thomas Lippmann
    Publisher: ASCE
    Abstract: This study investigates the geotechnical characteristics of a soft tidal mudflat in the Great Bay Estuary, New Hampshire. Laboratory testing of surficial sediment samples of the upper 10 cm and field observations from ...
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    Pore Pressure Dissipation Induced by High-Velocity Impacts of a Portable Free-Fall Penetrometer in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Muhammad Bilal Mumtaz; Nina Stark
    Publisher: ASCE
    Abstract: In situ pore pressure dissipation in soil primarily depends on the coefficient of consolidation and permeability of the soil. This study represents an initial effort to investigate pore pressure dissipation induced by ...
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    Scour Development and Possible Effects of Momentary Liquefaction in Inundated Coastal Areas During Hurricane Michael 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 002:;page 04021053
    Author(s): Matthew Florence; Nina Stark; Andrew Kennedy
    Publisher: ASCE
    Abstract: Scour holes around slender piles were measured in areas inundated during Hurricane Michael and were compared with scour hole depths estimated from existing scour prediction equations. Despite testing a wide range of feasible ...
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    Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022023
    Author(s): Matthew Florence; Nina Stark; Britt Raubenheimer; Steve Elgar
    Publisher: ASCE
    Abstract: Colocated sediment pore pressures at depths of approximately 0.02 and 0.22 m below the sand surface and near-bed water velocities were measured for approximately 2 weeks in approximately 1 m mean water depth on an ocean ...
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    Effects of Shell Hash on Friction Angles of Surficial Seafloor Sediments near Oysters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022015
    Author(s): Samuel T. Consolvo; Nina Stark; Bernardo Castellanos; Celso F. Castro-Bolinaga; Steven Hall; Grace Massey
    Publisher: ASCE
    Abstract: Oysters are hypothesized to affect the shear strength of nearby surficial seafloor sediment as fragments of oyster shells (shell hash) are typically more angular relative to sand particles alone, among other differences. ...
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    In Situ Assessment of Sediment Erosion and Consolidation State Using a Free-Fall Penetrometer: Sydney Harbour, Nova Scotia 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Jared Dorvinen; Nina Stark; Bruce Hatcher; Matthew Hatcher; Vincent Leys; Achim Kopf
    Publisher: American Society of Civil Engineers
    Abstract: Two in situ geotechnical surveys were undertaken in Sydney Harbour, Nova Scotia, Canada, following the dredging and relocation of 4.2 million m3 of sediment from the shipping channel during the fall and winter of late 2011 ...
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