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Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho

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Page 1: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geotextilesfor

Base Reinforcement

byRon Anderson, P.E.Tensar CorporationIdaho Falls, Idaho

Page 2: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 3: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 4: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geosyntheticsfor

Base Reinforcement

byRon Anderson, P.E.Tensar CorporationIdaho Falls, Idaho

Page 5: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Subgrade

Base

Unpaved Road Without Geosynthetic(s)

Page 6: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Subgrade

Base

Unpaved Road With Geosynthetic(s)

Page 7: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geotextiles

Page 8: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geogrids - Woven

Page 9: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geogrids - Welded

Page 10: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geogrids – Extruded

Page 11: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 12: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 13: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 14: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

…near a livestock feedlot.

Page 15: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

…near a commercial dairy.

Page 16: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

…during wind tower construction

Page 17: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 18: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 19: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

How much cut/agg is enough?

Page 20: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 21: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

EXAMPLE

Page 22: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 23: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

@ C = 1.7 psi…

29 in.26 in.

21 in.

Page 24: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

A Typical Thickness Relationship…

Page 25: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

What About Separation?

Page 26: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 27: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,
Page 28: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geosynthetic Functions Separation:

• Preventing the intermixing (contamination) between two dissimilar materials.

Filtration:• Allowing the free flow of water while

holding back erodible fines.

• Reinforcement:• Mechanically improving the engineering

properties of soils and aggregates.

Page 29: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Immobilization at Interfaceis Key!

Page 30: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

A Sieve Analysis of Tennis Balls…

Particle Size Distribution

0

20

40

60

80

100

0.0010.010.1110100

Grain Size (mm)

% F

iner

by

Wei

ght

65 mm Uniform Diameter

Page 31: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

… and also MarblesParticle Size Distribution

0

20

40

60

80

100

0.0010.010.1110100

Grain Size (mm)

% F

iner

by

Wei

ght

13 mm (1/2 in) Uniform Diameter

5x

65 mm (2-1/2 in)

Page 32: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Subgrade Particles Cannot Infiltrate Aggregate Fill Just as Marbles Cannot Infiltrate Tennis Balls.

Particle Size Distribution

0

20

40

60

80

100

0.0010.010.1110100

Grain Size (mm)

% F

iner

by

Wei

ght

5x

5x

Page 33: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Filter Criteria For Clayey Subgrades:

For Silty Subgrades:

5 DDRatio Piping

s

f

85

15

5 DDRatio Piping

s

f

85

15

25 DDRatio Size Average

s

f

50

50

Page 34: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Geogrid alone w/ Agg Base (Typ.)

See “Geogrid Separation” paper.

Page 35: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

So if Water is Present and Filter Criteria are Not Satisfied…

(1) Consider an Alternative (i.e. Sandier) Aggregate Fill, at Least for the First Lift.

(2) Consider a Nonwoven Geotextile Beneath the Geogrid, but Only if the Subgrade is Not Silty.

Page 36: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

EconomicsSay Agg Base (Installed) = $15 / ton = $0.75 per sy-inand Say Undercut = $3.60 / cy = $0.10 per sy-inGeotextile (Installed) ~ $1.70 per syGeogrid (Installed) ~ $5.50 per sy

“Break-Even” Thicknesses:Geotextile: $1.70 / ($0.75 + $0.10) = 2 inchesGeogrid: $5.50 / ($0.75 + $0.10) = 6-1/2 inches

Page 37: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

@ C = 1.7 psi…

29 in.26 in.

21 in.

Page 38: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Call to Action Quantify Subgrade Strength. Consider Loading & Serviceability. Apply Credible Thickness Criteria. Check Separation/Filtration. Call for Pricing; Site Service.

Page 39: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Questions?

Page 40: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Proper Installation is Critical Guide Addresses:

Getting StartedSite PreparationPlacing / OverlappingTensioning GeogridPlacing Aggregate FillCompacting FillSpecial ConsiderationsEstimating Tools

Page 41: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,

Summary of Installation Parameters Parameters are a

function of subgrade strength.

Page 42: Geotextiles for Base Reinforcement · Geotextiles for Base Reinforcement by Ron Anderson, P.E. Tensar Corporation Idaho Falls, Idaho. Geosynthetics for Base Reinforcement by Ron Anderson,