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    iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Scott J. Brandenberg
    Publisher: American Society of Civil Engineers
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    THUNDERSTORM AT CHARLESTON, S. C., SEPTEMBER 9, 1913 

    Source: Monthly Weather Review:;1913:;Volume( 041 ):;issue: 009:;page 1300
    Author(s): SCOTT, J. H.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    SOUTH CAROLINA HURRICANE OF JULY 13–14, 1916 

    Source: Monthly Weather Review:;1916:;Volume( 044 ):;issue: 007:;page 404
    Author(s): SCOTT, J. H.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Factors Associated with Decadal Variability in Great Plains Summertime Surface Temperatures 

    Source: Journal of Climate:;2012:;volume( 026 ):;issue: 001:;page 343
    Author(s): Weaver, Scott J.
    Publisher: American Meteorological Society
    Abstract: ecadal variability of summertime Great Plains surface temperature is probed from the perspective of the Great Plains low-level jet (GPLLJ). GPLLJ variability modes 2 and 5 are shown to be most influential on the evolution ...
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    THE CLARKEDALE, ARK., TORNADO OF DECEMBER 23, 1921 

    Source: Monthly Weather Review:;1921:;Volume( 049 ):;issue: 012:;page 664
    Author(s): SCOTT, J. H.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Automated Temperature and Relative Humidity Calibrations for the Oklahoma Mesonetwork 

    Source: Journal of Atmospheric and Oceanic Technology:;1995:;volume( 012 ):;issue: 004:;page 951
    Author(s): Richardson, Scott J.
    Publisher: American Meteorological Society
    Abstract: A low-cost (under $12,000), fully automated, relative humidity calibration chamber capable of testing up to six probes simultaneously over a range of humidifies from 5% to approximately 95% is designed, constructed, and ...
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    Influence of Underlying Weak Soil on Passive Earth Pressure in Cohesionless Deposits 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Scott J. Brandenberg; Pirooz Kashighandi
    Publisher: American Society of Civil Engineers
    Abstract: Finite-element simulations demonstrate the influence of underlying weak soil on mobilization of passive pressures in cohesionless deposits. Traditional passive earth pressure theories with typical angles of interface ...
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    p -Wave Reflection Imaging of Submerged Soil Models Using Ultrasound 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Joseph Coe; Scott J. Brandenberg
    Publisher: American Society of Civil Engineers
    Abstract: An ultrasonic
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    Beam on Nonlinear Winkler Foundation and Modified Neutral Plane Solution for Calculating Downdrag Settlement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author(s): Rui; Wang; Scott J.; Brandenberg
    Publisher: American Society of Civil Engineers
    Abstract: The neutral plane solution has been widely used to estimate downdrag settlements and drag loads mobilized in piles in consolidating soil profiles. Pile settlement is typically assumed equal to soil settlement at the neutral ...
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    Stress-Ratio-Based Interpretation of Modulus Reduction and Damping Curves 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Samuel Yniesta; Scott J. Brandenberg
    Publisher: American Society of Civil Engineers
    Abstract: Modulus reduction and damping values are commonly plotted against cyclic shear strain amplitude (γc), and the resulting curves are known to depend on mean effective stress (p′), plasticity characteristics, strain rate, and ...
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