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


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Geotechnical Engineering at the Waterways Experiment Station

Timothy D. Stark

Geotechnical News

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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.

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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

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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

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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

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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

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Back-analysis of Pre-existing Landslides

Manzoor Hussain and Timothy D. Stark, F.ASCE

Geo-Frontiers 2011 © ASCE 2011

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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

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Shear Behavior of an Unreinforced Geosynthetic Clay Liner

H.T. Eid and T.D. Stark

Geosynthetics International, 1997, Vol. 4 No. 6

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Shear Behavior of Reinforced Geosynthetic Clay Liners

T.D. Stark and H.T. Eid

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

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Occurrence and Effect of Bentonite Migration in Geosynthetic Clay Liners

T. D. Stark, H. Choi and R. Akhtarshad

Geosynthetics International, 2004

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Case History of Liner Veneer Instability

P. Amaya, B. Queen, T. D. Stark and H. Choi

Geosynthetics International, 2006

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State-of-the-art report: GCL shear strength and its measurement – ten-year update

P. J. Fox and T. D. Stark

Geosynthetics International, 2015

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Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests

Timothy D. Stark, F. ASCE, P.E. and Rodrigo Fernandez Santoyo

Geotechnical Frontiers 2017

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Design of a landfill final cover system

T. D. Stark and E.J. Newman

Geosynthetics International, 2010

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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

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Plasticizer Retention in PVC Geomembranes

T. D. Stark ; H. Choi ; and P. W. Diebel

ASCE Library, 2005

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Effect Of Bentonite Migration In Geosynthetic Clay Liners On Containment Transport

T. D. Stark, H. Choi, and R. Akhtarshad

ASCE Library, May 2012

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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

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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

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Aluminum Reactions and Problems in Municipal Solid Waste Landfills

G. Vincent Calder, PhD, Timothy D. Stark, PhD


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Evaluation of a Four-Component Composite Landfill Liner System

Timothy D. Stark, PhD, PE, FASCE, DGE

Environmental Geotechnics, August 2017, Issue EG4

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Subgrade Requirements for Fabricated Geomembranes

By: Melissa Berena, Luis Pazmino and Timothy D. Stark University of Illinois at Urbana-Champaign

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Testing Frequency for Factory Seams

By: Timothy D. Stark University of Illinois at Urbana-Champaign

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