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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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    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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    Compression of Unsaturated Clay under High Stresses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Woongju Mun; John S. McCartney
    Publisher: American Society of Civil Engineers
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    Constitutive Model for the Undrained Compression of Unsaturated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Woongju Mun; John S. McCartney
    Publisher: American Society of Civil Engineers
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    Parameters for Load Transfer Analysis of Energy Piles in Uniform Nonplastic Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Diming Chen; John S. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the use of a thermomechanical soil-structure interaction (load transfer) analysis to assess the axial strains, stresses, and displacements during thermomechanical loading of energy piles in various ...
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    Closure to “Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures” by Woongju Mun and John S. McCartney 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Woongju Mun; John S. McCartney
    Publisher: American Society of Civil Engineers
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    Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 010
    Author(s): Woongju Mun; John S. McCartney
    Publisher: American Society of Civil Engineers
    Abstract: The roles of particle breakage and drainage conditions on the quasi-static compression response of sand were evaluated by comparing the results from drained and undrained isotropic compression tests on dry and saturated ...
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    Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021105-1
    Author(s): Mohammed Faizal; Abdelmalek Bouazza; John S. McCartney
    Publisher: ASCE
    Abstract: This paper examines the effects of monotonic and cyclic temperature changes of a model energy pile (diameter=25  mm, length=264  mm) on the variations in temperature and volumetric water content of surrounding unsaturated ...
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    Analysis of Thermo-Active Foundations With U-Tube Heat Exchangers 

    Source: Journal of Solar Energy Engineering:;2012:;volume( 134 ):;issue: 002:;page 21008
    Author(s): Khaled Rouissi; Moncef Krarti; John S. McCartney
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a heat transfer model for thermo-active drilled-shaft foundations used for heating and cooling buildings. Specifically, this paper presents a numerical approach to evaluate the ...
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