Michael McVay
- Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 10 (Oktober 1998). (1998):
- 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). (1995):
- 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). (2020):
- 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). (2012):
- 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). (2011):
- 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). (2013):
- Pullout Simulation of Postinstalled Chemically Bonded Anchors. In: Journal of Structural Engineering (ASCE), v. 122, n. 9 (September 1996). (1996):
- 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). (2016):