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    Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Christopher R. McGann
    Publisher: ASCE
    Abstract: Foundation pinning is a critical consideration for design and analysis of bridge foundations subject to liquefaction-induced lateral spreading, particularly for bridges with a standard approach embankment of finite width. ...
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    Applicability of Conventional <i>p-y</i> Relations to the Analysis of Piles in Laterally Spreading Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Christopher R. McGann; Pedro Arduino; Peter Mackenzie-Helnwein
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a kinematic analysis of a single pile embedded in a laterally spreading layered soil profile and discusses the relevancy of conventional analysis models to this load case. The research encompasses the ...
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    Assessment of Existing SPT&#x2013;CPT Correlations Using a New Zealand Database 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021131-1
    Author(s): Hui Zhou; Liam M. Wotherspoon; Connor P. Hayden; Christopher R. McGann; Andrew Stolte; Iain Haycock
    Publisher: ASCE
    Abstract: Using a database of approximately 900 data pairs from 230 sites of co-located cone penetration test (CPT) soundings and boreholes with standard penetration tests (SPT) in the South Island of New Zealand, this paper assesses ...
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