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3D models of Quaternary-aged sedimentary successions within the Canterbury, New Zealand region

artículo científico publicado en 2017

A stabilized single-point finite element formulation for three-dimensional dynamic analysis of saturated soils

artículo científico publicado en 2015

Analysis and Evaluation of Single Piles in Laterally Spreading Soil ⬇️

2009 master's thesis by Christopher R. McGann at University of Washington

Applicability of Conventional p-y Relations to the Analysis of Piles in Laterally Spreading Soil

artículo científico publicado en 2011

Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand

artículo científico publicado en 2015

Assessment of Existing SPT–CPT Correlations Using a New Zealand Database

artículo científico publicado en 2021

Comparison of a Christchurch-specific CPT-Vs correlation and Vs derived from surface wave analysis for strong motion station velocity characterisation

artículo científico publicado en 2015

Development of a regional V s 30 model and typical V profiles for Christchurch, New Zealand from CPT data and region-specific CPT-V correlation

artículo científico publicado en 2017

Geotechnical aspects of the 2016 Kaikōura earthquake on the South Island of New Zealand

artículo científico publicado en 2017

Influence of Modeling Decisions on Three-Dimensional Finite Element Analysis of Two Existing Highway Bridges Subjected to Lateral Spreading

artículo científico publicado en 2016

Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using a near-surface V model of Christchurch, New Zealand

artículo científico publicado en 2017

Numerical Assessment of Three-Dimensional Foundation Pinning Effects during Lateral Spreading at the Mataquito River Bridge

artículo científico publicado en 2014

Numerical Evaluation of Forces On Piled Bridge Foundations in Laterally Spreading Soil ⬇️

2013 doctoral thesis by Christopher R. McGann at University of Washington

Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation

artículo científico publicado en 2015

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

artículo científico publicado en 2020

Simplified Procedure to Account for a Weaker Soil Layer in Lateral Load Analysis of Single Piles

artículo científico publicado en 2012

Stabilized single-point 4-node quadrilateral element for dynamic analysis of fluid saturated porous media

artículo científico publicado en 2012

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