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    Introduction of James K. Mitchell, Recipient of the 2004 H. Bolton Seed Medal 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): Stephen G. Wright
    Publisher: American Society of Civil Engineers
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    Discussion of “Analysis and Design Method for Slope Stabilization Using a Row of Drilled Shafts” by Robert Y. Liang, Arash Erfani Joorabchi, and Lin Li 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Garry H. Gregory; Stephen G. Wright
    Publisher: American Society of Civil Engineers
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    Improved Undrained Strength Interpolation Scheme for Rapid Drawdown 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Daniel R. VandenBerge; Stephen G. Wright
    Publisher: American Society of Civil Engineers
    Abstract: Linear interpolation between isotropically consolidated undrained strength envelopes and fully drained (effective stress) strength envelopes is commonly used to calculate undrained strengths for slope stability analyses ...
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    Improved Undrained Strength Interpolation Scheme for Rapid Drawdown 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Daniel R. VandenBerge; Stephen G. Wright
    Publisher: American Society of Civil Engineers
    Abstract: Linear interpolation between isotropically consolidated undrained strength envelopes and fully drained (effective stress) strength envelopes is commonly used to calculate undrained strengths for slope stability analyses ...
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    Subsurface Characterization with Solid Models 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Norman L. Jones; Stephen G. Wright
    Publisher: American Society of Civil Engineers
    Abstract: Three‐dimensional computer models of construction sites and subsurface stratigraphy are useful for visualization, analysis, and design in geotechnical engineering. A useful technique for creating such models is the geometric ...
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    Algorithm for Smoothing Triangulated Surfaces 

    Source: Journal of Computing in Civil Engineering:;1991:;Volume ( 005 ):;issue: 001
    Author(s): Norman L. Jones; Stephen G. Wright
    Publisher: American Society of Civil Engineers
    Abstract: Surfaces defined by linearly interpolating a two‐dimensional triangulation of a set of scattered data points are frequently used to describe geometry in computer applications. The linear nature of such surfaces simplifies ...
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    Discussion of “Unified Formulation for Analysis of Slopes with General Slip Surface” by Stephen G. Wright and James Michael Duncan 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Stephen G. Wright; James Michael Duncan
    Publisher: American Society of Civil Engineers
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    Analysis of the Stability of I-Walls with Gaps between the I-Wall and the Levee Fill 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Thomas L. Brandon; Stephen G. Wright; J. Michael Duncan
    Publisher: American Society of Civil Engineers
    Abstract: Following Hurricane Katrina an extensive investigation of the performance of floodwalls in the New Orleans area was undertaken by the U. S. Army Corps of Engineers and others. This investigation included detailed study of ...
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    Closure to “Analysis of the Stability of I-Walls with Gaps between the I-Wall and the Levee Fill” by Thomas L. Brandon, Stephen G. Wright, and J. Michael Duncan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Thomas L. Brandon; Stephen G. Wright; J. Michael Duncan
    Publisher: American Society of Civil Engineers
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    Effects of Cyclic Loading on Internal Shear Strength of Unreinforced Geosynthetic Clay Liner 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Jiunnren Lai; David E. Daniel; Stephen G. Wright
    Publisher: American Society of Civil Engineers
    Abstract: Stress-controlled static and cyclic shear tests were performed by using a direct simple shear device on samples of a geomembrane-supported geosynthetic clay liner (GCL). The dry material showed no degradation in shear ...
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