TECHNICAL PAPERS

TRACER TRANSPORT THROUGH A FIELD-SCALE COMPACTED CLAY LINER OVER A 12 YEAR PERIODTRACER TRANSPORT THROUGH A FIELD-SCALE COMPACTED CLAY LINER OVER A 12 YEAR PERIOD
T. W. Willingham, C. J. Werth, A. J. Valocchi, I. G. Krapac, C. Toupiol , T. D. Stark and D. E. Daniel

SWANA Annual Landfill Symposium

STABILITY OF WASTE CONTAINMENT FACILITIESSTABILITY OF WASTE CONTAINMENT FACILITIES
T.D. Stark, Ph. D, P.E

Municipal and Industrial Solid Waste Disposal Technology WasteTech ’99

State-of-the-art report: GCL shear strength and its measurement – ten-year updateState-of-the-art report: GCL shear strength and its measurement – ten-year update
P. J. Fox and T. D. Stark, Ph. D, P.E

Geosynthetics International, 2015

Underground Stormwater Detention SystemsUnderground Stormwater Detention Systems
T. Sheridan, T.D. Stark, Ph. D, P.E

Stormwater Management

LANDSLIDE STABILIZATION USING GEOFOAMLANDSLIDE STABILIZATION USING GEOFOAM
G. Mann, P.E and T.D Stark, Ph. D., P.E

Geo-Denver 2007 ASCE Specialty Conference

Bentonite Migration in Geosynthetic Clay LinersBentonite Migration in Geosynthetic Clay Liners
Timothy D. Stark, Ph. D., P.E

1998 Sixth International Conference on Geosynthetics

Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager AirportStability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport
James G. Collin, Ph.D., P.E., D.GE, F.ASCE; Timothy D. Stark, Ph.D., P.E., D.GE, F.ASCE; Augusto Lucarelli, M.ASCE; Thomas P. Taylor, Ph.D., P.E., D.GE, F.ASCE; and Ryan R. Berg, P.E., D.GE, F.ASCE5

ASCE

Evaluation of a four-component composite landfill liner systemEvaluation of a four-component composite landfill liner system
Timothy D. Stark PhD, PE, FASCE, DGE

Environmental Geotechnics: Volume 4 Issue EG4

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