Dedicated to advancing the use of fabricated geomembranes through education, research, and technology transfer.

WHY?
Factory fabrication reduces field welding, reduces installation time and costs, allows modular construction and provides consistent seam and liner quality


TECHNICAL PAPERS

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Highway Embankment Contract Specifications
Timothy D. Stark, Ph.D., P.E., F.ASCE; Timothy P. Ristau; Perry J. Ricciardi, P.E.; and Michael J. Ciammaichella, P.E.

Journal of Legal Affairs and Dispute Resolution in Engineering and Construction, 2014.6.

Unsaturated and Transient Seepage Analysis of San Luis Dam
Timothy D. Stark, Ph.D., P.E., D.GE, F.ASCE; Navid H. Jafari, Ph.D., M.ASCE; J. Sebastian Lopez Zhindon, S.M.ASCE; and Ahmed Baghdady, S.M.ASCE

Journal of Geotechical and Geoenvironmental Engineering, 2017, 143(2): -1--1

Back Analysis of a PVC Geomembrane Lined Pond Failure
T.D. Stark, E.J. Newman, and R.L. Aust

Geosynthetics International, 2008, 15, No. 4

Equipment pressure applied to geomembrane in composite liner system
T. D. Stark, L. F. Pazmino, C. J. McDowell and R. Phaneuf

Geosynthetics International, 2012, 19, No. 5

Reaction and Combustion Indicators in MSW Landfills
Jeffrey W. Martin,P.G., R.S., Timothy D. Stark, F. ASCE, P.E., Todd Thalhamer, P.E., Gina T. Gerbasi, R.S, and R. Edwin Gortner

Geo-Frontiers 2011 © ASCE 2011

Back-analysis of Pre-existing Landslides
Manzoor Hussain and Timothy D. Stark, F.ASCE

Geo-Frontiers 2011 © ASCE 2011

Framework for Design Guideline for Expanded Polystyrene Block Geofoam in Slope Stabilization and Repair
David Arellano, John Benjamin Tatum, Timothy D. Stark, John S. Horvath, and Dov Leshchinsky

Transportation Research Record

Shear Behavior of an Unreinforced Geosynthetic Clay Liner
H.T. Eid and T.D. Stark

Geosynthetics International, 1997, Vol. 4 No. 6

Shear Behavior of Reinforced Geosynthetic Clay Liners
T.D. Stark and H.T. Eid

Gesoynthetics International • 1996, VOL. 3, NO.6

Occurrence and Effect of Bentonite Migration in Geosynthetic Clay Liners
T. D. Stark, H. Choi and R. Akhtarshad

Geosynthetics International, 2004

Case History of Liner Veneer Instability
P. Amaya, B. Queen, T. D. Stark and H. Choi

Geosynthetics International, 2006

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

Geosynthetics International, 2015

Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests
Timothy D. Stark, F. ASCE, P.E. and Rodrigo Fernandez Santoyo

Geotechnical Frontiers 2017

Design of a landfill final cover system
T. D. Stark and E.J. Newman

Geosynthetics International, 2010

Detection of Aluminum Waste Reactions and Waste Fires
Jeffrey W. Martin, P.G.; Timothy D. Stark, Ph.D., P.E., F.ASCE; Todd Thalhamer, P.E.; Gina T. Gerbasi-Graf; and R. Edwin Gortner

Journal of Hazardous , Toxic, and Radioactive Waste © ASCE / JULY 2013

Plasticizer Retention in PVC Geomembranes
T. D. Stark ; H. Choi ; and P. W. Diebel

ASCE Library, 2005

Effect Of Bentonite Migration In Geosynthetic Clay Liners On Containment Transport
T. D. Stark, H. Choi, and R. Akhtarshad

ASCE Library, May 2012

Evaluation of Seepage from an Embankment Dam Retaining Fly Ash
Pedro J. Amaya; John T. Massey-Norton; and Timothy D. Stark

Journal of Performance of Constructed Facilities © ASCE, November/December, 2009

Case Study of Undrained Strength Stability Analysis for Dredged Material Placement Areas
Timothy D. Stark; Hangseok Choi; and Chulho Lee

Journal of Waterway, Port, Coastal, and Ocean Engineering © ASCE / May/June 2009

Aluminum Reactions and Problems in Municipal Solid Waste Landfills
G. Vincent Calder, PhD, Timothy D. Stark, PhD

2010

Evaluation of a Four-Component Composite Landfill Liner System
Timothy D. Stark, PhD, PE, FASCE, DGE

Environmental Geotechnics, August 2017, Issue EG4

Subgrade Requirements for Fabricated Geomembranes
By: Melissa Berena, Luis Pazmino and Timothy D. Stark University of Illinois at Urbana-Champaign

Testing Frequency for Factory Seams
By: Timothy D. Stark University of Illinois at Urbana-Champaign