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    A Spatial Resampling Perspective on the Depiction of Global Air Temperature Anomalies 

    Source: Bulletin of the American Meteorological Society:;1995:;volume( 076 ):;issue: 007:;page 1179
    Author(s): Robeson, Scott M.
    Publisher: American Meteorological Society
    Abstract: Networks of near-surface climate stations often produce samples of air temperature that are spatially uneven and sparse. Spatial samples of air temperature, as a result, affect both the regional depiction of air temperature ...
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    Closure to “SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils” by Jiarui Chen and Scott M. Olson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 07022026
    Author(s): Jiarui Chen; Scott M. Olson
    Publisher: ASCE
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    Effect of Overconsolidation on Cyclic Resistance of Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022087
    Author(s): Jiarui Chen; Scott M. Olson
    Publisher: ASCE
    Abstract: The effect of overconsolidation on the cyclic resistance ratio (CRR) for both non-plastic and plastic soils is examined using a laboratory test database, including cyclic triaxial, cyclic torsional, and cyclic direct simple ...
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    Shear Band Formation Observed in Ring Shear Tests on Sandy Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Abouzar Sadrekarimi; Scott M. Olson
    Publisher: American Society of Civil Engineers
    Abstract: Shear band formation is an important factor in understanding failures in soil. In this paper, shear localization and shear band formation and evolution are examined using ring shear tests performed on three sands prepared ...
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    Residual State of Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Abouzar; Sadrekarimi; Scott M.; Olson
    Publisher: American Society of Civil Engineers
    Abstract: The uniqueness and form of the critical state line for sands have been widely debated in the literature when particles crush. In this paper, the large-displacement behaviors of two clean sands and a silty sand are studied ...
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    Closure to “Residual and Postliquefaction Strength of a Liquefiable Sand” by Mandar Dewoolkar, Jay Hargy, Ian Anderson, Pedro de Alba, and Scott M. Olson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Mandar Dewoolkar; Scott M. Olson
    Publisher: American Society of Civil Engineers
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    Closure to “Analyzing Liquefaction-Induced Lateral Spreads Using Strength Ratios” by Scott M. Olson and Cora I. Johnson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Scott M. Olson; Cora I. Johnson
    Publisher: American Society of Civil Engineers
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    Comparative Analysis of Single and Dual Media Thermocline Tanks for Thermal Energy Storage in Concentrating Solar Power Plants 

    Source: Journal of Solar Energy Engineering:;2015:;volume( 137 ):;issue: 003:;page 31012
    Author(s): Mira; Flueckiger, Scott M.; Garimella, Suresh V.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A moltensalt thermocline tank is a lowcost option for thermal energy storage (TES) in concentrating solar power (CSP) plants. Typical dualmedia thermocline (DMT) tanks contain molten salt and a filler material that provides ...
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    Current Design Criteria for MMOD Impact of Metallic Pressurized Tanks 

    Source: Journal of Aerospace Engineering:;2016:;Volume ( 029 ):;issue: 005
    Author(s): William P. Schonberg; Scott M. Hull
    Publisher: American Society of Civil Engineers
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    Analyzing Liquefaction-Induced Lateral Spreads Using Strength Ratios 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Scott M. Olson; Cora I. Johnson
    Publisher: American Society of Civil Engineers
    Abstract: The writers backanalyzed 39 well-documented liquefaction-induced lateral spreads in terms of a mobilized strength ratio,
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