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Research Organization
US Army Corps of Engineers
Engineer Research and Development Center
Sections Tested/Compared
4 inches (102 mm) HMA over 8 inches (203 mm) base (control)
3 inches (76 mm) HMA over 6 inches (152 mm) base over TX5
3 inches (76 mm) HMA over 6 inches (152 mm) base over TX8
Testing Conducted
Thickness Validation & Material Characterization
Instrumentation of sections
Pavement Characterization (post construction)
HVS-A Traffic testing, FWD analysis (811,200 ESALs)
Post trafficking forensics (in-field CBR, rutting of layers,…)
Key Findings
After 800,000+ ESALs, thinner TriAx stabilized sections, over stiff subgrade soils, had less than half as much rutting as the control.
Structural benefits of TriAx exceeded SP4Pro design values.
Estimates show TriAx provides ~16% savings in construction costs, ~19-25% improvement in performance (>60% improvement in this testing) and a savings in time of ~5.5 days per lane mile.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control Section Tensar TriAx TX8 Geogrid
811,200 ESALs74,583 dump trucks132,920 buses689,520,000 cars
500,000 ESALs45,971 dump trucks81,928 buses425,000,000 cars
US Army Corps of EngineersEngineer Research and Development CenterHanger 2
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
• Provide performance data of paved sections comparing Tensar TriAx geogrids to conventional methods over very stiff soils.
• Compare a thicker asphalt pavement to thinner stabilized asphalt pavement with a TriAx stabilized base.
• Record pavement response data in order to verify Tensar’s mechanistic models currently available on the market.
• Verify SpectraPave4Pro design values.
Objectives of Testing
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Scope
• Construction, instrumentation and trafficking of test sections with TriAx stabilized bases and compare them to a control section.
• Testing to be conducted using highly controlled and monitored Accelerated Pavement Testing (APT) to gather response data, limit the risk of variability and ensure proper comparisons.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Tensar TriAx TX5 GeogridControl Section(Unstabilized)
Tensar TriAx TX8 Geogrid
TriAx Products
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Standard Aperture
(Opening) Size
Smaller Aperture Size Designed for D50<= 22mm
Tensar TriAx TX5 Geogrid Tensar TriAx TX8 Geogrid
• Test sections were 10’ wide by 50’ long.
• Sections were developed following guidelines outlined by NCHRP Report 512 – with high Quality Assurance and Quality Control for subgrade prep, base placement, instrumentation, climatic monitoring.
Test Section Development
• To monitor TriAx benefits over more competent subgrade soils, this testing utilized moderate subgrade soils with a CBR of 6%.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
http://www.tensarcorp.com/Tensar-Videos/accelerated-pavement-testing
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
• 20,000 nominal load gear weight – verified with portable scales.
• Tire pressures of 120 psi maintained throughout trafficking
Loading
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Monitoring
• Instrumentation installed included earth pressure cells, Single depth deflectometers, asphalt strain gauges, pore water pressure sensors, temperature sensors, and moisture sensors.
• Pavement characterization was monitored though nuclear gauge testing, DCP testing and FWD testing.
• Instrumentation results, surface deformation, and FWD monitoring at specific intervals.
Heavy Vehicle Simulator (HVS-A). Capable of
applying loads between 10,000 and 100,000 lbs.
Uniformly distributed traffic load with typical
wander introduced.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Total Deformation/Rutting
TX5
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control TX5
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting
TX8
TX5
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
TX8
TX5
EFWD
EFWD
EFWD
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to FWD Surface Modulus
0
10
20
30
40
50
EFW
D(ksi)
TX8
TX5
EFWD
EFWD
EFWD0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to FWD Surface Modulus
TX8
TX5
As the wheel passes
DefSG
DefSG
DefSG
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Subgrade Deflection
0
0.02
0.04
0.06
DEF
SG
(in
)
DefSG
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Subgrade Deflection
TX8
TX5DefSG
DefSG
0
0.02
0.04
0.06
DEF
SG
(in
)
TX8
TX5
DefSG
As the wheel passes
DefSG
DefSG
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
“Measured deflections in the stabilized items were approximately ½ of that observed in the unstabilized section. This may be indicative of base stiffening due to aggregate interlock at the geogrid/aggregate interface.”
Corps 2017
Total Deformation/Rutting Related to Subgrade Deflection
TX8
TX5
pSG
pSG
pSG
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Pressure on the Subgrade
0
10
20
30
40
pS
G(p
si)
TX8
TX5
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Pressure on the Subgrade
pSG
pSG
pSG
0
10
20
30
40
pB
AS
E(p
si)
TX8
TX5
pBASE
pBASE
pBASE
Tyre pressure 120 psi0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Pressure on the Base
TX8
TX5
AC
AC
AC
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Tensile Strain in the Asphalt
0
100
200
300
400
AC
()
TX8
TX5
AC
AC
AC
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Tensile Strain in the Asphalt
0
100
200
300
400
AC
()
TX8
TX5
AC
AC
AC
Predicted AC
for TX8 & TX5
As the wheel passes0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t d
ep
th (
in)
ESALs
Control
TX5
TX8
Control
Total Deformation/Rutting Related to Tensile Strain in the Asphalt
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Total Deformation/Rutting Surface deformation and upheaval at edge of trafficking pattern
Surface deformation Changes in surface elevation along the centerline
Difference between total deformation and surface deformation represents the heave due to lateral spread of pavement materials.
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t &
defo
rm
ati
on
(in
)
ESALs
Control - rut
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Surface Deformation
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t &
defo
rm
ati
on
(in
)
ESALs
Control - rut
Control - def
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Surface Deformation
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t &
defo
rm
ati
on
(in
)
ESALs
Control - rut
Control - def
0.0
0.2
0.4
0.6
Heave
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Surface Deformation
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t &
defo
rm
ati
on
(in
)
ESALs
Control - rut
Control - def
TX8 - rut
TX8 - def
0.0
0.2
0.4
0.6
Heave
TX8
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Surface Deformation
0
0.2
0.4
0.6
0.8
1
0 200000 400000 600000 800000 1000000
Ru
t &
defo
rm
ati
on
(in
)
ESALs
Control - rut
Control - def
TX5 - rut
TX5 - def
0.0
0.2
0.4
0.6
Heave
TX5
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Control
Total Deformation/Rutting Related to Surface Deformation
No significant deformation was observed in the subgrade. Accumulated deformation was found in the asphalt and base layers.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
TX5 TX8
Control
Orange markers delineate boundaries between asphalt, base and subgrade.
3”
6”3”
6”
4”
8”
“Major Findings from AASHO testing…”
“… About 91% of the rutting occurred in the pavement itself: 32% in the surface, 14% in the base, and 45% in the subbase. Thus, only 9% of the surface rut could be accounted for by rutting of the embankment [subgrade]. Data also showed that changes in thickness of the component layers were caused not by the increase in density, but primarily by lateral movements of the materials.” (Pavement Analysis and Design, Yang H. Huang)
Wheel Loading (plan view)
Stresses from wheel loading produce lateral movement in the pavement materials, allowing for
deformation.
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Why does the rutting/ deformation
occur?
Direction of Wheel Travel
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Differences in junctionefficiency, aperture size, all impact ability to confine…
(Giroud, 2009)
Geogrid stabilizes aggregate by allowing rock particles to strike
through the openings in the geogrid (apertures). When a
load is applied to an aggregate that is held in place by a
geogrid, less movement occurs.
Interlock
“Visual investigation revealed indentions were present in the subgrade of both test items, indicating aggregate strike-through and inter-lock with the geogrid. Visual inspection indicated the geogrid was intact and no damage was sustained during construction or trafficking.”
Corps 2017
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Tensar TriAx TX8 GeogridControl Section
0.50 inches 0.28 inches
811,200 ESALs74,583 dump trucks132,920 buses689,520,000 cars
TX8Stabilized Pavement500,000 ESALs
45,971 dump trucks81,928 buses425,000,000 cars
Reduction of AC by 1 inch
Decrease in deformation by >44%
Reduction of base by 2 inches
Traffic increase of >62%
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
~16% in cost savings
Time Savings of ~ 5.5 days per lane mile
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
TX5Stabilized Pavement
Tensar TriAx TX5 GeogridControl Section
0.50 inches 0.31 inches
811,200 ESALs74,583 dump trucks132,920 buses689,520,000 cars
500,000 ESALs45,971 dump trucks81,928 buses425,000,000 cars
Reduction of AC by 1 inch
Decrease in deformation by >38%
Reduction of base by 2 inches
Traffic increase of >62%
~16% in cost savings
Time Savings of ~ 5.5 days per lane mile
Cost/Value (SP4 Modeling)
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils
Asphalt $65/ton
Base $18/cy
Excavation $5/cy
$23.31 per sy
Cost
to C
onstr
uct
495 per lm
Dum
p t
rucks
Life
224,000 ESALs
$19.48 per sy
Cost
to C
onstr
uct
371 per lm
Dum
p t
rucks
Life
266,000 ESALs
$19.63 per sy
Cost
to C
onstr
uct
371 per lm
Dum
p t
rucks
Life
281,000 ESALs
16.4% Reduction
25% Reduction
19% Increase
15.8% Reduction
25% Reduction
25% Increase
Tensar TriAx TX5 GeogridControl Section Tensar TriAx TX8 Geogrid
Tim
e S
avin
gs
5.5 days/lm
Tim
e S
avin
gs
5.5 days/lm
Summary of Testing
• TriAx stabilized sections, constructed with 25% less asphalt and base rock, allowed for significantly greater traffic and less deformation than a thicker control section.
• TriAx stabilized sections apply to pavements constructed over competent subgrades, not only in areas of soft soils.
• Estimates show TriAx provides ~16% savings in construction costs, ~19-25% improvement in performance and a savings in time of ~5.5 days per lane mile.
“…incorporation of a multi-axial geogrid in a flexible pavement base course provides a significant structural benefit.”
-- Corps 2017
Full-Scale Accelerated Testing of Multi-axial Geogrid Stabilized Flexible Pavements Constructed over Very Stiff Soils