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R.K. Rowe and J.D. Smith, (1991).
Geosynthetics - Environmental
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Bhutta, Salman Ahmed, (1998).
Mechanistic-Empirical Pavement Design
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John S. Horvath, PhD, PE, (2001).
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Cotton, Stephen Andrew, (2003).
Two-Dimensional Vibrations of Inflated
Geosynthetic Tubes Resting on a Rigid or Deformable Foundation. Virginia
Polytechnic Institute and State University.

John S. Horvath, PhD, P.E., (2003).
An Overview of the Functions and
Applications of Cellular Geosynthetics. International e-Conference on
Modern Trends in Foundation Engineering: Geotechnical Challenges and
Solutions.

W.R. Morrison, E.W. Gray Jr, J.M. Cyganiewicz and P.G. Grey, (1991).
Use
of Geosynthetics in Dams. Bureau of reclamation experiences with
geomembranes in dam construction. 11th Annual USCOLD Lecture Series,
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Zhongjie "Doc" Zhang, Khalid Farrag & Mark Morvant, (2003).
Evaluation
of the Effect of Synthetic Fibers and Nonwoven Geotextile Reinforcement
on the Stability of Heavy Clay Embankments. Technical Report Standard
Page. Louisiana Transportation Research Center.

John S. Horvath, PhD. P.E., (2001).
Geomaterials Research Project.
Cellular Geosynthetics 2001: Geofoam Lightweight Fills and Beyond.
Research Report No. CGT-2001-5. Manhattan College, Center for
Geotechnology, USA.

Timothy Y. Lai, Ronaldo I. Borja, Blaise G. Duvernay and Richard L.
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Capturing strain localization behind a geosynthetic-
reinforced soil wall. International Journal for Numerical and analytical
methods in Geomechanics, 27:425-451, John Wiley & Sons Ltd.

Khalid Farrag, Ph.D, P.E. & Mark Morvant, P.E., (2004).
Evaluation of
Interaction Properties of Geosynthetics in Cohesive Soils: LTRC Reinforced-
Soil Test Wall. Louisiana Transportation Research Center.

Robert D. Holtz, (2001).
Geosynthetics for soil reinforcement. The Ninth
Spencer J. Buchanan Lecture. College Station Hilton.

Khalid Farrag, PhD, P.E & Mark Morvant, P.E., (2004).
Evaluation of
Interaction Properties in Cohesive Soils: Lab & Field Pullout Tests.
Louisiana Transportation Research Center.

John S. Horvath, (1998).
Mathematical Modeling of the Stress-Strain-Time
Behavior of Geosynthetics using the Findley Equation: General Theory and
Application to EPS-Block Geofoam. Manhattan College Research Report
No: CE/GE-98-3. Manhattan College, School of Engineering, Civil
Engineering Department, Bronx, New York, USA.

John S. Horvath, (1998).
The Compressible-Inclusion Function of EPS
Geofoam: Analysis and Design Methodologies. Manhattan College
Research Report No: CE/GE-98-2. Manhattan College Research Report No:
CE/GE-98-3. Manhattan College, School of Engineering, Civil Engineering
Department, Bronx, New York, USA.

T.D. Stark, D. Arellano, J.S. Horvath, D. Leshchinsky, (2004).
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Tensile behaviour of
geomembrane on landfill slopes - Data report on centrifuge tests IT04 and
IT06. Technical Report No: CUED/D-SOILS/TR338 (2005). Cambridge
University Engineering Department.

John S. Horvath, PhD, P.E., (2004).
Cellular Geosynthetics in
Transportation Applications. American Society of Civil Engineers Geo-
Institute. Los Angeles, California, USA.

Hany L. Riad, Anthony L. Ricci, Peter W. Osborn, David A. D'Angelo, John S.
Horvath, (2004).
Design of Lightweight Fills for Road Embankments on
Boston's Central Artery/Tunnel Project. Proceedings: 5th International
Conference on Case Histories in Geotechnical Engineering, New York.

Timothy D. Stark, David Arellano, John S. Horvath, Dov Leshchinsky,
(2004).
Geofoam Applications in the Design and Construction of Highway
Embankments. National Cooperative Highway Research Program (NCHRP)
Web Document 65 (Project 24-11) & Transportation Research Board of the
National Academies.

John S. Horvath, (2004).
Geofoam compressible inclusions: The New
Frontier in Earth retaining structures. American Society of Civil Engineers
Geo-Institute, Geo-Trans, Los Angeles, California.

Timothy D. Stark, David Arellano, John S. Horvath, Dov Leshchinsky,
(2004).
Guideline and recommended standard for Geofoam Applications in
Highway Embankments. NCHRP Report 529. National Cooperative
Highway Research Program. Transportation Research Board of the
National Academies.

John S. Horvath, (2004). L
ighten Your Load... Using Geofoams to reduce
Structural Design Loads from the Ground. Structure Magazine.

John S. Horvath, (2004). Geomaterials Research Project No. CGT-2004-1.
A Technical Note re-calculating the Fundamental Period of an EPS-Block-
Geofoam Embankment. Manhattan College, School of Engineering, Bronx,
New York, U.S.A.

John S. Horvath, (2003).
Controlled yielding using Geofoam compressible
inclusions: The New Frontier in Earth-Retaining Structures. IeC GEO3 -
International e-Conference on Modern Trends in Geotechnical
Engineering: Geotechnical Challenges and Solutions.

Hany L. Riad, Anthony L. Ricci, Peter W. Osborn, John S. Horvath, (2003).
Expanded Polystyrene (EPS) Geofoam for Road Embankments and other
Lightweight fills in Urban Environments. Soil and Rock America 2003 - 12th
Panamerican Conference on Soil Mechanics and Geotechnical Engineering
/ 39th U.S. Rock Mechanics Symposium Cambridge, Massachusetts, U.S.A.

John S. Horvath, (2003). Center for Geotechnology, Report No. CGT-2003-
1.
Innovative Aspects of the use of Expanded Polystyrene (EPS) on
Boston's "Big Dig". Manhattan College, Bronx, New York, U.S.A

Hany L. Riad, John S. Horvath, (2004).
Analysis and Design of EPS-
Geofoam Embankments for Seismic Loading. American Society of Civil
Engineers Geo-Institute, Geo-Trans, Los Angeles, California.

John S. Horvath, PhD, P.E., (2005).
Integral-Abutment Bridges:
Geotechnical Problems and Solution Using Geosynthetics and Ground
Improvement. IAJB - The 2005 FHwA Conference on Integral Abutment &
Jointless Bridges Baltimore, Maryland, USA.

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Model Testing of Geogrids in unpaved
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John S. Horvath, (2001). Geomaterials Research Project. Research Report
No. CGT-2001-4.
Concepts for Cellular Geosynthetics Standards with an
example for EPS-Block Geofoam as Lightweight Fill for Roads. Manhattan
College, School of Engineering, Center for Geotechnology. Bronx, N.Y. U.S.
A.

John S. Horvath, (2001). Geomaterials Research Project. Research Report
No. CGT-2001-1.
Geofoam and Geocomb Geosynthetics: A Bibliography
through the second Millennium A.D. Manhattan College, School of
Engineering, Center for Geotechnology. Bronx, N.Y. U.S.A.

John S. Horvath, (2000). Research Report No. CE/GE-002-2.
Integral-
Abutment Bridges: Problems and Innovative solutions using EPS Geofoam
and other Geosynthetics. Manhattan College, School of Engineering,
Center for Geotechnology. Bronx, N.Y. U.S.A.

John S. Horvath, (1999). Research Report No. CE/GE-99-2.
Geofoam and
Geocomb: Lessons from the second Millennium A.D. as insight for the
Future. Manhattan College, School of Engineering, Center for
Geotechnology. Bronx, N.Y. U.S.A.

John S. Horvath, (1999). Research Report No. CE/GE-99-1.
Lessons
learned from Failures involving Geofoam in Roads and Embankments.
Manhattan College, School of Engineering, Center for Geotechnology.
Bronx, N.Y. U.S.A.

David J. Kerkes, (1999).
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'99 Conference, IFAI, Boston, MA, pp 1043-1054.

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Problems of Friction posed by the
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Assessment of a
PVC Geomembrane used in a Landfill Cover System. 5th International
Conference on Geotextiles, Geomembranes and Related Products,
Singapore.

Jessee A. Scarborough, George M. Filz, James K. Mitchell, Thomas L.
Brandon, Edward J. Hoppe, Stanley L. Hite.
Design of high reinforced
embankments constructed with poor quality soil and degradable shale.

Bernal A., Salgado R., Swan R.Jr. and Lovell C.W., (1997).
Interaction
Between Tire Shreds, Rubber-Sand and Geosynthetics. Geosynthetics
International, 4(6), November-December, 623-643.

Wesseloo Johan, (2004).
The strength and stiffness of geocell support
packs. PhD Thesis, Department of Civil and Biosystems Engineering,
University of Pretoria.

R. Thiel, S. Purdy, R. Yazdani, (2003).
Case History of Exposed
Geomembrane Cover for Bioreactor Landfill. Proceedings for Sardinia ’03
Ninth International Landfill Symposium, Oct. 2003.

Richard Thiel, Glenn Darilek, Daren Laine, (2003).
Cutting Holes for Testing
vs. Testing for Holes - When it comes to geomembrane quality assurance,
are destructive testing practices as effective as basic leak detection
technologies? Geotechnical Fabrics Report, V21, N5, June/July 2003, pp.
20-23.

R.S. Thiel, K. Criley, (2003).
Hydraulic Conductivity of a GCL Under Various
High Effective Confining Stresses for Three Different Leachates.  
Geosynthetics International.

Richard Thiel, Kent von Maubeuge, (2002).
Current Industry Performance
and Construction Issues Related to GCLs. Proceedings of the 16th GRI
Conference on Hot Topics in Geosynthetics II.  Geosynthetic Institute,
Folsom, PA, December 16-17, pp. 227-241.

Greg Richardson, Richard Thiel, Richard Erickson, (2002).
GCL design
series - Part 3: GCL installation and durability. Designer's Forum.
Geotechnical Fabrics Report, September 2002, pp. 18-23.

Richard Thiel, Richard B. Erickson, Gregory N. Richardson, (2002).
GCL
design guidance series Part 2: GCL design for slope stability. Designer's
Forum. Geotechnical Fabrics Report, August 2002.

Richard Thiel, Richard B. Erickson, Gregory N. Richardson, (2002).
GCL
design series Part 1: GCL performance as a fluid barrier. Designer's
Forum. Geotechnical Fabrics Report, June/July 2002.

R.B. Erickson, R. Thiel, (2002).
Design and Application of the
geomembrane supported GCL in one-product and encapsulated
composite liner systems. Clay Geosynthetic Barriers, Zanzinger, Koerner &
Gartung (eds). Swets & Zeitlinger, Lisse.

Richard Thiel, (2001).
Peak vs. Residual Shear Strength for Landfill Bottom
Liner Stability Analyses. Proceedings of the 15th Annual GRI Conference
Hot Topics in Geosynthetics – II, presented in Houston, TX, Dec. 13, 2001,
Geosynthetics Institute, Folsom, PA, pp. 40-70.

R. Thiel, R. Erickson, (2001).
GCL Alternative Liner and Critical Slope
Stability - Unique Case History Involving Encapsulated Design Approach.
Proceedings Sardinia 2001. 10th International Lanfill Symposium, S.
Margharita di Pula, Italy, October 2001.

Joshua L. Hanson, Robert B. Gilbert, Stephen G. Wright, Rick S. Thiel,
(2001).
Unsaturated Interface Shear Strength Properties for Nonwoven
Geotxtiles. Proceedings to Geosynthetics 2001, IFAI, Roseville, MN.  
Conference held in Portland, OR in February 2001, pp. 135-148.

Richard Thiel, (1999).
Design of Gas Pressure Relief Layer Below a
Geomembrane Cover to Improve Slope Stability. Proceedings to
Geosynthetics '99 conference held in Boston, MA in April 1999, pp. 235-
252.  Paper received the Grand Award for the best paper.
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