Discover GCS Confined Soil Technology
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AMAZING GCS PROJECT IN ISTANBUL….READ ABOUT IT ON PAGES 83-86

THIS IS UNBELIEVEABLE! READ ABOUT IT ON PAGE 21

THIS IS REALLY EASY! NO WET CONCRETE! NO BUMP: LOWER COST! PAGE 64

IMPOSSIBLE CONTRAINTS IN MONTANA’S HIGHEST SEISMIC REGION. PAGE 66

ONE MILLION DOLLAR REWARD FOR PROVING THIS WRONG! PAGES18 AND 47

GEOSYNTHETICALLY CONFINED SOIL IS ENDLESSLY ADAPTABLE PAGE 24

GCS WAS BLOCKED BY AASHTO GUIDELINES IN JAMAICA PAGE 71

MSE SHOULD BE BANNED FROM USE ON PUBLIC WORKS PAGE 100

BARRETT CREATED SOIL NAIL DESIGN METHODOLOGY PAGE 7

WHY WOULD ANYONE CHOOSE MSE???? PAGE 105

SEE HOW THEY DID IT! PAGE 27

AMAZING GCS PROJECT IN ISTANBUL….READ ABOUT IT ON PAGES 83-86

THIS IS UNBELIEVEABLE! READ ABOUT IT ON PAGE 21

THIS IS REALLY EASY! NO WET CONCRETE! NO BUMP: LOWER COST! PAGE 64

IMPOSSIBLE CONTRAINTS IN MONTANA’S HIGHEST SEISMIC REGION. PAGE 66

ONE MILLION DOLLAR REWARD FOR PROVING THIS WRONG! PAGES18 AND 47

GEOSYNTHETICALLY CONFINED SOIL IS ENDLESSLY ADAPTABLE PAGE 24

GCS WAS BLOCKED BY AASHTO GUIDELINES IN JAMAICA PAGE 71

MSE SHOULD BE BANNED FROM USE ON PUBLIC WORKS PAGE 100

BARRETT CREATED SOIL NAIL DESIGN METHODOLOGY PAGE 7

WHY WOULD ANYONE CHOOSE MSE???? PAGE 105

SEE HOW THEY DID IT! PAGE 27
What Makes GCS Unique (Explaining Technology)
Advanced Soil Composite Behavior
Unlike conventional reinforced soil systems, GCS walls act as a unified structural composite — or GeoMonolith — where soil confinement plays a central role in performance. This composite behavior cannot be predicted by simply evaluating each material component separately.
Close Spacing for Superior Confinement
The key to GCS performance lies in tightly spaced geosynthetic layers within compacted soil. These inclusions confine individual soil particles, preventing dilation and resulting in strength and stability far beyond systems with widely spaced reinforcement.
Robert K. Barrett
Bob was a founder and was Director of Innovation for GeoStabilization International. He was Chairman of NCHRP Project 12-59, charged with preparing Design and Construction Guidelines For Bridge Abutments on Geosynthetically Reinforced Soil. He was the first Chair of the TRB Committee on Geosynthetics, Chair of the NCHRP project that developed proper closure methods for geotechnical borings and a member of the NCHRP Panel on Facilitating the Implementation of Research Findings.
Bob was the recipient of the 1991 Colorado Governor’s Award for creativity and innovation, the IFAI International Design Award in 1997 for design and construction of a 55 foot high GCS wall.
Bob was a founder and was Director of Innovation for GeoStabilization International. He was Chairman of NCHRP Project 12-59, charged with preparing Design and Construction Guidelines For Bridge Abutments on Geosynthetically Reinforced Soil. He was the first Chair of the TRB Committee on Geosynthetics, Chair of the NCHRP project that developed proper closure methods for geotechnical borings and a member of the NCHRP Panel on Facilitating the Implementation of Research Findings.
Bob was the recipient of the 1991 Colorado Governor’s Award for creativity and innovation, the IFAI International Design Award in 1997 for design and construction of a 55 foot high GCS wall, the 2009 Nova Award for development of GCS bridge abutments, the 2018 Deep Foundations Institute Award for Innovations in Soil Nailing, and the 2025 ASCE Geo-Institute Award for Contributions to Geohazard Technology.
We have 35+ years of experience.
Robert K. Barrett
Bob was a founder and was Director of Innovation for GeoStabilization International. He was Chairman of NCHRP Project 12-59, charged with preparing Design and Construction Guidelines For Bridge Abutments on Geosynthetically Reinforced Soil. He was the first Chair of the TRB Committee on Geosynthetics, Chair of the NCHRP project that developed proper closure methods for geotechnical borings and a member of the NCHRP Panel on Facilitating the Implementation of Research Findings.
Bob was the recipient of the 1991 Colorado Governor’s Award for creativity and innovation, the IFAI International Design Award in 1997 for design and construction of a 55 foot high GCS wall, the 2009 Nova Award for development of GCS bridge abutments, the 2018 Deep Foundations Institute Award for Innovations in Soil Nailing, and the 2025 ASCE Geo-Institute Award for Contributions to Geohazard Technology.
Partner Al Ruckman, Colby Barrett and Bob have been awarded 7 patents, on retaining wall design, rockfall fences, earthquake resistant abutments, fiberglass soil nails, on shotcrete alternatives, and on scour micropiles.
Bob was the leader in creating the Colorado Rockfall Simulation Program, a program that predicts the behavior of a rock in motion. He has presented GRS, landslide mitigation and rockfall technology transfer programs all over the U. S. and on all continents except Africa. Constructed GRS abutment and wall demonstration projects in several countries.
GCS Walls:
- Highest Factor of Safety of all wall options
- Most versatile…walls, abutments, piers, rockfall barriers and more
- Least footprint to construct
- Open for expanded applications
- Least cost of all options
Conventional (MSE) Walls:
- Reinforcement is falsely assumed to be a tieback
- Failure rate of 2-8%.
- Limited applications
- Highest cost in reinforced soil technology
The Unfinished Story of Geosynthetically Confined Soil
This detailed publication explores the history, mechanics, and technical foundations of GCS technology. It explains how soil confinement influences structural behavior and why this method has such high performance.
Also includes appendix and research supporting practical design, testing, and construction considerations.
My Book
The Unfinished Story of Geosynthetically Confined Soil
CDOT GCS Bridges and Box Culverts are significantly quicker to design and build. And are significantly less expensive. CDOT GCS Bridges and Box Culverts do not require expansion joints and cannot create a “bump”
WHAT THEY ARE TALKING ABOUT
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