Publications-Geotechnical Earthquake Engineering
8-LiqStrengthRatio-Stark-Mesri-1992
18-ConstantVolumeRingShearApparatus
43-LiquefiedStrengthRatio from Lab Data-CGJ
59-Chugh-SeismicLandslideDisplacement
79c-Tuttle-Clam v Excavator Strength-GeoCongress-2009
1907 Static Liquefaction Flow Failure of the North Dike of Wachusett Dam
Constant Volume Ring Shear Apparatus
CPT Based Liquefaction Resistance of Sandy Soils
Fourth Avenue Landslide During 1964 Alaskan Earthquake
Interpretation of Penetration Resistance for Back-Analysis at Sites of Previous Liquefaction
Undrained Shear Strength of Liquefied Sands for Stability Analysis
Use of Laboratory Data to Confirm Yield and Liquefied Strength Ratio Concepts
