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    Simplified Trial Wedge Method for Soil Nailed Wall Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Thomas C. Sheahan; Carlton L. Ho
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new approach that allows soil nailed walls to be analyzed using a trial wedge method. Most soil nailed wall analysis methods are rooted in traditional slope stability solutions with curvilinear or ...
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    Applications and Issues of GIS as Tool for Civil Engineering Modeling 

    Source: Journal of Computing in Civil Engineering:;1999:;Volume ( 013 ):;issue: 003
    Author(s): Scott B. Miles; Carlton L. Ho
    Publisher: American Society of Civil Engineers
    Abstract: A tool that has proliferated within civil engineering in recent years is geographic information systems (GIS). The goal of a tool is to supplement ability and knowledge that already exists, not to serve as a replacement ...
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    Projectile Penetration in Granular Soils 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Teresa Taylor; Richard J. Fragaszy; Carlton L. Ho
    Publisher: American Society of Civil Engineers
    Abstract: Results from centrifuge and 1‐g model tests of projectile penetration into granular soils are described. Solid spherical projectiles in four calibers were fired into uniform samples of dry sand at approximately 305 m/s. ...
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    Modeling Strength of Sandy Gravel 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Richard J. Fragaszy; James Su; Farhat H. Siddiqi; Carlton L Ho
    Publisher: American Society of Civil Engineers
    Abstract: A new method to evaluate static strength and deformation behavior of gravelly soils containing particles too large to be tested with conventional laboratory equipment is presented. This new matrix method is based on the ...
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    Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Yao Shan; Shunhua Zhou; Binglong Wang; Carlton L. Ho
    Publisher: ASCE
    Abstract: Track degradation and defects of existing passenger and freight mixed railroads are concentrated in bridge–embankment transition zones. Heavy axle load (HAL) operation on existing railroads presents a complexity in evaluating ...
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    Closure to “<i>Modeling Strength of Sandy Gravel</i>” by Richard J. Fragaszy, James Su, Farhat H. Siddiqi, and Carlton L. Ho (June, 1992, Vol. 118, No. 6) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Richard J. Fragaszy; James Su; Farhat H. Siddiqi; Carlton L. Ho
    Publisher: American Society of Civil Engineers
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