Timothy D. Stark, Ph.D., P.E., BC.GE, Dist.M.ASCE

Publications-Geotechnical Earthquake Engineering

8-LiqStrengthRatio-Stark-Mesri-1992

18-ConstantVolumeRingShearApparatus

23-4thAvenue-1964-Earthquake

38-LiquefiedStrengthRatio-CGJ

39c-LSF using StrengthRatios

43-LiquefiedStrengthRatio from Lab Data-CGJ

59-Chugh-SeismicLandslideDisplacement

72c-CPT-liquefaction-8ncee

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

    • Home
    • Biographical Sketch
    • Fabricated Geomembrane Institute (FGI)
    • Current Research Projects
    • Geotechnical Software
    • Publications By Topic
    • Journal Publications
    • Conference/Other Publications
    • Technical Reports
    • Courses
    • Consulting Projects
    • Curriculum Vitae