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    The Role of Advection in Determining the Temperature Structure of the Irish Sea 

    Source: Journal of Physical Oceanography:;2003:;Volume( 033 ):;issue: 011:;page 2288
    Author(s): Holt, Jason T.; Proctor, Roger
    Publisher: American Meteorological Society
    Abstract: The temperature structure of the Irish Sea is investigated using a 3-yr simulation with a high-resolution (?1.8 km) three-dimensional baroclinic model (the Proudman Oceanographic Laboratory Coastal-Ocean Modelling System) ...
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    Influence of Partial Consolidation during Cone Penetration on Estimated Soil Behavior Type and Pore Pressure Dissipation Measurements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Jason T. DeJong; Mark Randolph
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of soil behavior type from cone penetration testing, and the interpretation of dissipation tests, is complicated in intermediate soil types, such as silty sands, sandy silts, etc., where partial consolidation ...
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    Influence of Particle Properties and Initial Specimen State on One-Dimensional Compression and Hydraulic Conductivity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Jason T. DeJong; G. Geoffrey Christoph
    Publisher: American Society of Civil Engineers
    Abstract: Particle crushing can adversely affect geotechnical system performance; examples include clogging in wells, pile shaft capacity degradation, and postconstruction settlements. The generation of fines results in volumetric ...
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    Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Jason T. DeJong; Zachary J. Westgate
    Publisher: American Society of Civil Engineers
    Abstract: Difficulty in predicting the transfer of load from a structural element to the surrounding soil has limited the reliability of geotechnical design and performance. The remaining uncertainty in load transfer mechanics is ...
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    In Situ Assessment of Role of Surface Roughness on Interface Response 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): J. David Frost; Jason T. DeJong
    Publisher: American Society of Civil Engineers
    Abstract: Improved design methods that allow for more accurate prediction of interface performance are needed as the number and types of interface strength dependent geotechnical systems being used in practice continues to increase. ...
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    PnET-II3SL/SWAT: Modeling the Combined Effects of Forests and Agriculture on Water Availability 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 003
    Author(s): Jason T. Kirby; S. Rocky Durrans
    Publisher: American Society of Civil Engineers
    Abstract: The climate change and variability phenomenon, because of its potential to exert significant influences on the hydrologic cycle, the economy, and human society as a whole, has drawn considerable attention from the scientific ...
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    Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021036-1
    Author(s): Yuze Wang; Kenichi Soga; Jason T. DeJong; Alexandre J. Kabla
    Publisher: ASCE
    Abstract: Microbial-induced carbonate precipitation (MICP) has been explored for more than a decade as a promising soil improvement technique. However, it is still challenging to predict and control the growth rate and characteristics ...
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    Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022045
    Author(s): Alexander P. Pires-Sturm; Jason T. DeJong
    Publisher: ASCE
    Abstract: Centrifuge testing data are presented to elucidate the influence of particle size and gradation on liquefaction potential and dynamic response. The physical, index, and material properties of nine test soil mixtures, sharing ...
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    Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 005:;page 04023019-1
    Author(s): Sheikh Sharif Ahmed; Alejandro Martinez; Jason T. DeJong
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical engineering practice commonly estimates the properties and behavior of well-graded soils using methods and relationships developed based on the behavior of clean, poorly graded coarse-grained soils. The influence ...
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    Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil–Structure Interface Behavior during Cyclic Shear 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023088-1
    Author(s): Zachary J. Westgate; Jason T. DeJong
    Publisher: ASCE
    Abstract: Accurate prediction of the load transfer response of a geosystem requires an understanding of the micromechanical, or local, behavior of individual particles at the soil–structure interface. The difficulty in predicting ...
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