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    Crossing of the Equator by the Deep Western Boundary Current in the Western Atlantic Ocean 

    Source: Journal of Physical Oceanography:;1993:;Volume( 023 ):;issue: 009:;page 1953
    Author(s): McCartney, M. S.
    Publisher: American Meteorological Society
    Abstract: Property distributions and geostrophic shear from a hydrographic section near 37°W in the Atlantic Ocean show the deep western boundary current (DWBC) in the North Atlantic Deep Water (NADW) established against the western ...
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    Deep‐Draft Navigation Project Design 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Bruce L. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: Navigation channel design for large ships has evolved from a rule‐of‐thumb approach to comprehensive site specific analysis which include navigation requirements, environmental assessment and economic optimization. The ...
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    Inland Waterway Navigation Project Design 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): Brace L. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: The design process and studies needed to develop a modern inland waterway system are presented. These studies include hydraulic and hydrology conditions, traffic projections, structural alternatives, ice control measures, ...
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    Floating Breakwater Design 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Bruce L. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: Floating breakwaters are inventoried. The various types are separated into 4 general categories, which are Box, Pontoon, Mat, and Tethered Float. The Tethered Float was identified as a special category but lacked sufficient ...
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    Compression Response of Sedimented Unsaturated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 012:;page 04022114
    Author(s): F. Behbehani; J. S. McCartney
    Publisher: ASCE
    Abstract: This paper presents an experimental study on the hydromechanical behavior of unsaturated sedimented soil to understand the impacts of suction on the apparent yield stress and gain insight into the differences in behavior ...
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    Centrifuge Permeameter for Unsaturated Soils. II: Measurement of the Hydraulic Characteristics of an Unsaturated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): John S. McCartney; Jorge G. Zornberg
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the hydraulic characteristics of an unsaturated, compacted clay, including its soil-water retention curve (SWRC) and hydraulic conductivity function (
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    Centrifuge Permeameter for Unsaturated Soils. I: Theoretical Basis and Experimental Developments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Jorge G. Zornberg; John S. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: A new centrifuge permeameter was developed with the specific objective of expediting the measurement of the hydraulic characteristics of unsaturated soils. The development, theoretical basis, and typical results associated ...
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    Impact of Hydraulic Hysteresis on the Small-Strain Shear Modulus of Low Plasticity Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author(s): Ali; Khosravi; John S.; McCartney
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies have observed that the small-strain shear modulus (
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    Centrifuge Modeling of Soil-Structure Interaction in Energy Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Melissa A.; Stewart; John S.; McCartney
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a centrifuge modeling approach to characterize the transient thermomechanical response of energy foundations during heating-cooling cycles to provide data for calibration and validation of soil-structure ...
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    Constitutive Model for Drained Compression of Unsaturated Clay to High Stresses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Woongju Mun; John S. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive model is presented in this paper to describe the isotropic compression response of unsaturated, compacted clay under drained conditions over a wide range of mean effective stresses. The model captures the ...
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