Geosynthetics December 2023/January 2024 - 75

GEOGRIDS
Dimensional Properties [2]
Aperture Size
mm (in)
Tensile Strength/[Elongation]
ASTM D 6637 [2] kN/m (lb/ft)/%
Strength @ 5% Strain
Ultimate Strength/%
(Tult)
Naue GmbH & Co. KG l www.naue.com
Secugrid 20/20 Q1
Laid and welded
Secugrid 30/30 Q1
Secugrid 40/40 Q1
Secugrid 60/60 Q1
Combigrid 20/20 Q1
GRK 4 C
Combigrid 30/30 Q1
GRK 4 C
Combigrid 40/40 Q1
GRK 4 C
Combigrid 60/60 Q1
GRK 4 C
Laid and welded
Laid and welded
Laid and welded
Laid and welded/
nonwoven
Laid and welded/
nonwoven
Laid and welded/
nonwoven
Laid and welded/
nonwoven
PP
PP
PP
PP
PP
PP
PP
PP
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
155 (4.57)
200 (5.90)
240 (7.08)
360 (10.62)
155 (4.57)
200 (5.90)
240 (7.08)
360 (10.62)
33 (1.30)
32 (1.26)
31 (1.22)
31 (1.22)
33 (1.30)
32 (1.34)
31 (1.22)
31 (1.22)
Saint-Gobain ADFORS America l www.adfors.com
GlasGrid 8511
Knitted
GlasGrid 8512
GlasGrid 8511 TF
Knitted
Knitted
FG
FG
FG
EP
EP
EP
397 (11.7)
610 (18.0)
400 (11.8)
Solmax International Inc. l www.solmax.com
Miragrid 2XT
Woven
Miragrid 3XT
Miragrid 5XT
Miragrid 10XT
Miragrid 24XT
Woven
Woven
Woven
Woven
PET
PET
PET
PET
PET
Note: Additional strengths and styles of Miragrid are available.
PVC
PVC
PVC
PVC
PVC
NP
NP
NP
NP
NP
33 (1.30)
32 (1.26)
31 (1.22)
31 (1.22)
33 (1.30)
32 (1.34)
31 (1.22)
31 (1.22)
16 (1,096)
24 (1,645)
32 (2,193)
48 (3289)
16 (1,096)
24 (1,645)
32 (2,193)
48 (3289)
16 (1,096)
24 (1,645)
32 (2,193)
48 (3289)
16 (1,096)
24 (1,645)
32 (2,193)
48 (3289)
20 (1,370)
30 (2,055)
40 (2,740)
60 (4,110)
20 (1,370)
30 (2,055)
40 (2,740)
60 (4,110)
20 (1,370)
30 (2,055)
40 (2,740)
60 (4,110)
20 (1,370)
30 (2,055)
40 (2,740)
60 (4,110)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
B, SI
B, SI
B, SI
B, SI
B, SI
B, SI
B, SI
B, SI
25 (1.0)
25 (1.0)
25 (1.0)
25 (1.0)
19 (0.75)
25 (1.0)
N/A
N/A
N/A
N/A
N/A
N/A
100 (6852)/
3%
100 (6852)/
3%
100 (6852)/
3%
100 (6852)/
3%
200
(13,704)/ 3%
100 (6852)/
3%
N/A
N/P
N/A
N/A
N/P
N/P
A/O, PR
A/O, PR
A/O, PR
NA
18.2 (1250)
26.3 (1800)
46.0 (3150)
102.2 (7000)
NA
NA
NA
NA
NA
33.6 (2300)
53.3 (3650)
68.6 (4700)
148.9 (10200)
408.6 (28000)
33.6 (2300)
NA
NA
NA
NA
23.3 (1597)
37.0 (2535)
47.6 (3264)
103.4 (7083)
283.8 (19444)
20.2 (1383)
32.0 (2195)
41.2 (2826)
89.5 (6133)
245.7
(16835)
20.3 (1389)
35.5 (2431)
47.6 (3264)
96.1 (6597)
277.8 (19038)
17.5 (1202)
30.7 (2104)
41.2 (2826.0)
83.3 (5712.0)
240.5
(16483.0)
W, S, E
W, S, E
W, S, E
W, S, E
W, S, E
[1] PET = Polyester,
HDPE = High density polyethylene
[4] LTDS =
PVC = Polyvinyl chloride
EP = Elastomeric Polymer
PVA = Polyvinyl alcohol
FG = Fiberglass
PP = Polypropylene
[2] MD = Machine direction
XD = Cross-machine direction
[3] Test per ASTM D 5262, for a minimum of 10,000 hours
and extrapolate to a 75-year time period.
Tult
RFCR x RFID x RFD
RFCR = Reduction factor for creep
RFID = Reduction factor for installation damage
RFD = Reduction factor for durability
NOTE: this equation does not include other reduction factors
that may apply to design. Reduction factors are site specific
and should be reviewed on a per project basis. Contact the
manufacturer for recommendations.
« Geosynthetics recommends you contact the manufacturers before making any specifying/purchasing decisions »
GeosyntheticsMagazine.com
75
[5] A/O = Asphalt overlay
B = Base reinforcement
E = Embankments
PR = Pavement reinforcement
S
= Slopes
SI = Subgrade improvement
W = Walls
NP = Not provided by manufacturer
NA = Not applicable, per manufacturer
* = Not for sale in U.S.
Companies were
requested to provide
minimum average
roll values (MARV).
All claims are the
responsibility of the
manufacturer.
Product Name
Manufacturing Process
Polymer Type [1]
Coating Type [1]
Mass/Unit Area
ASTM D 5261 g/m2
(oz/yd2)
MD
XD
MD
XD
MD
XD
Creep Limited
Strength-MD [3]
ASTM D 5262 kN/m (lb/ft)
LTDS GRI GG4-MD [4]
kN/m (lb/ft) (in sand)
Manufacturer's
Suggested
Applications [5]
http://www.naue.com http://www.adfors.com http://www.solmax.com http://www.GeosyntheticsMagazine.com
Geosynthetics December 2023/January 2024

Table of Contents for the Digital Edition of Geosynthetics December 2023/January 2024
