Building on Hudson Yards In Section: Megaproject Geotechnics: Can a Megaproject Be Big Enough to Change a Building Code?
As a young geotechnical consulting engineer working in New York City, I was always curious as to why the city’s building code prescribed a maximum allowable rock-socket skin-friction value of 200 psi for...
Geomechanical Model for Rock Foundation Settlement
The Soil-Rock Boundary: What Is It and Where Is It?
Issues in Evaluating Capacity of Rock Socket Foundations
Stabilizing Colorado's Rock Slopes by Gluing, Scanning, and Bolting
Risk and Performance of a Rock Cut Slope
Piedmont Residual Soils and Rocks
Evaluation of the Stone Strong Gravity Wall System by Stone Strong Systems: Final Report
This report was prepared as part of the HITEC evaluation for earth retaining systems. This evaluation was performed on STONE STRONG gravity walls, a precast modular wall developed, designed,...
Artificial Beach Construction with Sand/Gravel Made by Crushing Rock
Rock Scour at Hydraulic Structures: A Practical Engineering Approach
Rock Scour—Fact or Fable?
Rapid Prototyping of Computer Models to Characterize Discontinuous Rock Masses
Characterizing the Slaking Behavior of Clay-Bearing Rocks
Pre-Excavation Grouting of Contact Zone and Rock Formation
Carving the Worlds' Largest Rock Monument: Where Art Meets Rock Mechanics
Schmidt Hammer: A Versatile Tool for Rock Engineering
Density Tests above Zero Air Voids Line
(Originally published in
Estimating Slope Stability Reduction due to Rain Infiltration Mounding
(Originally published in
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