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One of the Largest Prefabricated Vertical Drains Installations in US Accelerates Port of Charleston Expansion
Aaron Goldberg, P.E., D.GE, Soil & Material Engineers (S&ME); Marty Taube, P.E. and Ian Brake, Menard USA; Richard Goodrum, Milliken Infrastructure Solutions

Behavior of a Drainage Geosynthetic and Reinforced Geomat for the Remediation of a Dismissed Industrial Site in Milano City Area
Dr.Ing. Piergiorgio Recalcati, TENAX SpA; Alberto Crippa, TENAX Corp.; Dr. Ing. Daniele Cazzuffi, CESI SpA

Sanitary Sewer Overflow Management Using Geomembranes-One City’s Successes and Challenges
Felon Wilson, P.E., Seaman Corporation

Construction of Columbus Water Reservoir Geosynthetic Liner System
Timothy Stark, Ph.D., P.E., University of Illinois at Urbana-Champaign; Daniel S. Rohe, Environmental Protection, Inc.

GRS IBS – Cost Analysis and Comparison
Daniel Alzamora, P.E., Mike Adams and Jennifer Nicks, Ph.D., P.E., Federal Highway Administrations

Investigation and Rehabilitation of Bridge Abutment MSE Wall Instability
Marshall Addison, Ph.D., P.E.

Soil Bioengineering Design for Highly Steepened Waterway Banks
Robbin Sotir, Robbin B. Sotoir & Associates, Inc.

Geosynthetic Cementitious Composite Mat (GCCM) Installed as a Shroud Over Wire Baskets for Protection and Containment
Richard Goodrum, Clock Spring │ NRI – Geotree Conrete Solutions

Norton Branch Vegetated Reinforced Soil Slope Revisited After 25 Years
Mark Wayne, Ph.D., P.E., Tensar International; Robbin Sotir, Robbin B. Sotoir & Associates, Inc.

Maurice River and Johnson Creek Soil Bioengineering Stabilization and Restoration
Robbin Sotir, Robbin B. Sotoir & Associates, Inc.

Realignment of County Highway with One of the Largest Geogrid Reinforced Slope Projects Constructed in the State of Minnesota
Stephan Gale, P.E., D.GE, F.ASCE, Gale-Tec Engineering, Inc.; Nathan Lichty, Gale-Tec Engineering, Inc.

Performance of High-strength Geogrid in Reinforced Soil Slope and the Yeager Airport
Robert Bachus, P.E., D.GE, Geosyntec Consultants; John Lostumbo, Tencate Geosynthetics America

A 60 m High Geogrid Reinforced Steep Slope for the Stabilization of a Landslide in Northern Italy
Dr. Ing. Daniele Cazzuffi, CESI SpA; Piergiorgio Recalcati, TENAX SpA

A Case Study of the Construction of a Roadway Fill Over a Large Water Body Utilizing a Geotextile Reinforced Earth Foundation with Challenging Soil and Construction Conditions
Brent Marjerison, M.Sc., P.Eng., FEC, WSP Canada Inc.; Brock Nesbit, TenCate Geosynthetics Americas and Adrien Blais, Ministry of Highways

Geosynthetics Reinforced Railway Twinning Project – Canadian National Railway – Aurora, ON
Rene Laprade, P. Eng., TenCate Geosynthetics Americas

Case Studies of Extreme Weather Performance of Engineered Turf Final Cover System
Ming Zhu, P.E, Watershed Geosynthetics; Brad Cooley, Watershed Geosynthetics; Mike Ayers, Watershed Geo

Guam ORDOT Vegetated Landfill Cap
Michael Jotzke, Geo Products, LLC

Use of Geosynthetics in Airport Pavements
Jeffrey Gagnon, P.E., Federal Aviation Administration

Innovative Geosynthetic Saves 100 -Year-Old Panama Canal
Tom Stephens, TenCate Geosynthetics

Scour and River Bank Protection in the United Kingdom
Christopher Quirk, Bsc.,(Hons). MSc., C.Geol., NAUE Geosynthetics Ltd

Druid Hill Reservoir – Lined Cofferdam
Bill Shehane, P.E., Seaman Corporation; Scott Brinkerhoff, Hallaton Environmental Linings

The Capabilities and Limitations of Electrical Leak Location
Abigail Gilson, TRI Environmental Inc.

Reconstruction of Failed Roadway Embankments Using Tire-Derived Aggregate Mechanically Stabilized Earth Walls – Ortega Ridge Road Case Study
Chris Sneddon and Christian Doolittle, Santa Barbara County Public Works; Joaquin Wright and Christopher Trumbull, GHD Inc.

Vertical Geosynthetic-Reinforced MSE Solution for Electric Rail
Harold Hilfiker, Hilfiker Retaining Walls

MSE Wall with Geosynthetic-Reinforcement Case Study in Prince George’s County, Md.
Marianna Ferrara, Maccaferri Inc.; Stefano Rignanese, Maccaferri, Inc.; Giulia Lugli, Officine Maccaferri Group

Case History: History and Review of the ASTM International Test Standards for the Interface Shear Test and Future Considerations
Gary T. Torosian, Executive Vice President and Chief Operating Officer, Geocomp Corporation/GeoTesting Express, Inc.