TECHNICAL PAPERS

DRAINED RESIDUAL STRENGTH FOR LANDSLIDESDRAINED RESIDUAL STRENGTH FOR LANDSLIDES
Timothy D. Stark, F. ASCE, P.E. and Manzoor Hussain, S.M. ASCE

GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199) © 2010 ASCE

Unreinforced Geosynthetic Clay Liner Case HistoryUnreinforced Geosynthetic Clay Liner Case History
Timothy D. Stark, D. Arellano, W.D. Evans, V.L. Wilson and J.M. Gonda

Geosynthetics International 1998, Vol. 5, No. 5

Shear Strength Characteristics of PVC Geomembrane-Geosynthetic InterfacesShear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces
R.P. Hillman and Timothy D. Stark

Geosynthetics International 2001, Vol. 8, No. 2

Stability Analysis for a Landfill Experiencing Elevated TemperaturesStability Analysis for a Landfill Experiencing Elevated Temperatures
Timothy D. Stark, F. ASCE, P.E., Kamran Akhtar, S.M. ASCE, and Manzoor Hussain, S.M. ASCE

GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199) © 2010 ASCE

EVALUATING GROUND SETTLEMENT ABOVE A MINED AREAEVALUATING GROUND SETTLEMENT ABOVE A MINED AREA
Timothy D. Stark, Erik J. Newman, Shahriyar Baig, and Pedro Amaya

GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199) © 2010 ASCE

Shear Strength Characterization and Back Analysis for a Landslide ComplexShear Strength Characterization and Back Analysis for a Landslide Complex
S. Somasundaram, T. Shenthan, T.D. Stark, and T.D. Wright

GeoCongress 2012 © ASCE 2012

Laboratory Measurement of GCL Shear StrengthLaboratory Measurement of GCL Shear Strength
Patrick J. Fox, Timothy D. Stark, and Robert H. Swan, Jr.

Strength Envelopes from Single and Multi Geosynthetic Interface TestsStrength Envelopes from Single and Multi Geosynthetic Interface Tests
Timothy D. Stark, Fawad S. Niazi, Timothy C. Keuscher

Geotech Geol Eng (2015) 33:1351–1367

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