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40+ YEARS AND 25,000,000



FHWA, UNIVERSITY AND DOT RESEARCH
gcsBarriers™ are another
extension of the powerful
GCS™ technologies
gcsBarrier™
       On Duty
  The Colorado Rockfall
Simulation Program (CRSP)
  was used to determine
height of this gcsBarrier™.

   Note the slope grading
 uphill of the gcsBarrier™
to control bounding heights
     of incoming rocks
Designed by
TerraTech Consulting, LTD
     Salmon Arm, BC
9 inch geofabric spacing
gcsBarrier™ by Linda Barrett




THE DESIGN ROCK
gcsBarriers™ Stop
The Little Rocks
gcsBarriers™ Stop
5 million foot pounds!!!     The Big Ones
                              They Stop Anything
                           That Does Roll Over Them


                                 Cameron Lobato
Design and Construction of a gcsBarrier™ is the same 1, 2, 3 process
used for Walls, Abutments, Piers and Deflection barriers ---
Two rows of CMUs, a lift of granular backfill and a sheet of geofabric.
More
        Construction
          Photos
 Research and Demonstration
Indicates a .6 ratio Base/Height
          is Sufficient
Negative Batter
         Improves Rock Stopping
               Capability


Ted Ruckman
Elegant Combination of a
 GCS™ Box Culvert Design
 As a Portal for a Mine Entry
             And
An Elevated, Thickened GSC™
  Wall as a gcsBarrier™ for
     Rockfall Protection
ROCKFALL PROTECTION ON I-70
Designed by Barrett for Colorado DOT


This GCS™ Wall is 26 feet high and has
A 30 foot wide rockfall catchment
Bench on top.

This GCS™ Wall has a truncated base.
The bottom geofabrics are only
3 feet wide, and progress to 30 feet
at the top. Very efficient – unlike MSE
we avoided excavation of bedrock
at the base.

This wall was carefully monitored.
Shown here is CDOT’s John David –
john.david@dot.state.co.us -
CDOT’s project manager. Deflection was
Less than ½ inch and strains in the
Geofabric were less than ½%, which is
Typical for GCS™ performance.
INDEED,
IT CAUGHT
A ROCK!
15 million Foot Pounds of Energy
         (it was nuked!)
ONLY MINOR DAMAGE
QUICK AND EASY REPAIR
OTHER APPLICATIONS
  MUDFLOW DEFLECTION
ROCK-FACED GCS™
         FOR
AVALANCHE DEFLECTION
ROCK-FACED GCS™
        FOR
AVALANCHE DEFLECTION
THIS SUITE OF SLIDES SHOWING gcsBarriers™
            SERVES TO ILLUSTRATE THE
          VERSATILITY AND ADAPTABILITY
      OF THE POWERFUL GCS™ TECHNOLOGIES.


         THESE EXAMPLES ARE COMPELLING
         REASONS TO BEGIN THE TRANSITION
        FROM MSE TO GRS/GCS™ CONCEPTS.

           MSE WAS A TRANSITIONAL STEP
          AND IT HAS SERVED ITS PURPOSE.
              FOR MORE INFORMATION
                         Or
For a free DVD showing full scale gcsBarrier™ testing
                   Contact us at
          ASKTHEEXPERTS@GCSWALL.COM

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Geo Barriers

  • 1. 40+ YEARS AND 25,000,000 FHWA, UNIVERSITY AND DOT RESEARCH
  • 2. gcsBarriers™ are another extension of the powerful GCS™ technologies
  • 3. gcsBarrier™ On Duty The Colorado Rockfall Simulation Program (CRSP) was used to determine height of this gcsBarrier™. Note the slope grading uphill of the gcsBarrier™ to control bounding heights of incoming rocks
  • 4.
  • 5.
  • 6. Designed by TerraTech Consulting, LTD Salmon Arm, BC 9 inch geofabric spacing
  • 7. gcsBarrier™ by Linda Barrett THE DESIGN ROCK
  • 9.
  • 10. gcsBarriers™ Stop 5 million foot pounds!!! The Big Ones They Stop Anything That Does Roll Over Them Cameron Lobato
  • 11. Design and Construction of a gcsBarrier™ is the same 1, 2, 3 process used for Walls, Abutments, Piers and Deflection barriers --- Two rows of CMUs, a lift of granular backfill and a sheet of geofabric.
  • 12. More Construction Photos Research and Demonstration Indicates a .6 ratio Base/Height is Sufficient
  • 13. Negative Batter Improves Rock Stopping Capability Ted Ruckman
  • 14.
  • 15. Elegant Combination of a GCS™ Box Culvert Design As a Portal for a Mine Entry And An Elevated, Thickened GSC™ Wall as a gcsBarrier™ for Rockfall Protection
  • 16. ROCKFALL PROTECTION ON I-70 Designed by Barrett for Colorado DOT This GCS™ Wall is 26 feet high and has A 30 foot wide rockfall catchment Bench on top. This GCS™ Wall has a truncated base. The bottom geofabrics are only 3 feet wide, and progress to 30 feet at the top. Very efficient – unlike MSE we avoided excavation of bedrock at the base. This wall was carefully monitored. Shown here is CDOT’s John David – john.david@dot.state.co.us - CDOT’s project manager. Deflection was Less than ½ inch and strains in the Geofabric were less than ½%, which is Typical for GCS™ performance.
  • 18. 15 million Foot Pounds of Energy (it was nuked!)
  • 20. QUICK AND EASY REPAIR
  • 21. OTHER APPLICATIONS MUDFLOW DEFLECTION
  • 22. ROCK-FACED GCS™ FOR AVALANCHE DEFLECTION
  • 23. ROCK-FACED GCS™ FOR AVALANCHE DEFLECTION
  • 24. THIS SUITE OF SLIDES SHOWING gcsBarriers™ SERVES TO ILLUSTRATE THE VERSATILITY AND ADAPTABILITY OF THE POWERFUL GCS™ TECHNOLOGIES. THESE EXAMPLES ARE COMPELLING REASONS TO BEGIN THE TRANSITION FROM MSE TO GRS/GCS™ CONCEPTS. MSE WAS A TRANSITIONAL STEP AND IT HAS SERVED ITS PURPOSE. FOR MORE INFORMATION Or For a free DVD showing full scale gcsBarrier™ testing Contact us at ASKTHEEXPERTS@GCSWALL.COM