Michael McVay
- (1998): Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 10 (Oktober 1998).
- (1995): Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing. In: Journal of Geotechnical Engineering (ASCE), v. 121, n. 5 (Mai 1995).
- (2020): Coupling of SPT and 3D full waveform inversion for deep site characterization. In: Soil Dynamics and Earthquake Engineering, v. 136 (September 2020).
- (2020): Axial and lateral resistance coupling in the analysis of large-diameter drilled shafts. In: Engineering Structures, v. 206 (März 2020).
- (2012): Site characterization using Gauss–Newton inversion of 2-D full seismic waveform in the time domain. In: Soil Dynamics and Earthquake Engineering, v. 43 (Dezember 2012).
- (2011): A new method for estimating driven pile static skin friction with instrumentation at the top and bottom of the pile. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 9 (September 2011).
- (2013): Reliability based design of driven pile groups using combination of pile driving equations and high strain dynamic pile monitoring. In: Structural Safety, v. 45 (November 2013).
- (1996): Pullout Simulation of Postinstalled Chemically Bonded Anchors. In: Journal of Structural Engineering (ASCE), v. 122, n. 9 (September 1996).
- (2016): Evaluation of Drilled Shaft Capacity Using Embedded Sensors and Statnamic Testing. In: Journal of Bridge Engineering (ASCE), v. 21, n. 11 (November 2016).
- (2016): Evaluation of Unknown Foundations Using Surface-Based Full Waveform Tomography. In: Journal of Bridge Engineering (ASCE), v. 21, n. 5 (Mai 2016).
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