Christopher R. McGann 
- (2020): Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 146, n. 7 (juillet 2020).
- (2014): Numerical Assessment of Three-Dimensional Foundation Pinning Effects during Lateral Spreading at the Mataquito River Bridge. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 140, n. 8 (août 2014).
- (2020): Sensitivity of 1-D ground motion predictions to analysis codes and material models using KiK-net vertical arrays. Dans: Soil Dynamics and Earthquake Engineering, v. 133 (juin 2020).
- (2020): An iterative linear procedure using frequency-dependent soil parameters for site response analyses. Dans: Soil Dynamics and Earthquake Engineering, v. 130 (mars 2020).
- (2017): Geotechnical aspects of the 2016 Kaikōura earthquake on the South Island of New Zealand. Dans: Bulletin of the New Zealand Society for Earthquake Engineering, v. 50, n. 2 (juin 2017).
- (2015): 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. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).
- (2015): Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand. Dans: Soil Dynamics and Earthquake Engineering, v. 75 (août 2015).
- (2015): Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data. Dans: Soil Dynamics and Earthquake Engineering, v. 75 (août 2015).
- (2017): Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using a near-surface V s model of Christchurch, New Zealand. Dans: Soil Dynamics and Earthquake Engineering, v. 92 (janvier 2017).
- (2017): Development of a regionalVs30model and typical V s profiles for Christchurch, New Zealand from CPT data and region-specific CPT- V s correlation. Dans: Soil Dynamics and Earthquake Engineering, v. 95 (avril 2017).
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