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
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.
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