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ACEGrid ® uniaxial geogrid Specifications

 
ACEGrid ® uniaxial geogrid is woven from high-tenacity, multifilament polyester yarns and coated with black PVC which can provide best resistance of UV and durability. High-strength, high modulus, low creep behavior all are the advantages of ACEGrid ® . ACEGrid ® uniaxial geogrid is predominantly used in Mechanically Stabilized Earth (MSE) and Reinforced Soil Slope (RSS) structures.
uniaxial geogrid
Physical Properties Units GG30-I GG40-I GG60-I GG80-I Test Method
Material High Tenacity Polyester Yarn Coated With PVC
Aperture Size - MD ± 20% mm 25 25 24 23  
Aperture Size - CD ± 20% mm 28 28 28 28  
PET Yarns Properties            
Carboxyl End Group(CEG) mmol/kg 19 19 19 19 GRI GG7
Molecular Weight Mn 31985 31985 31985 31985 GRI GG8
Mechanical Index Properties            
Tensile Strength ,Tult - MD min kN/m 30 40 60 80 ASTM D6637
Tensile Strength ,Tult - CD min kN/m 30 30 30 30 ASTM D6637
Elongation - MD % ≦10 ≦10 ≦10 ≦10 ASTM D6637
Tensile Strength at 2% Strain- MD min kN/m ≧8 ≧10 ≧15 ≧20 ASTM D6637
Tensile Strength at 5% Strain- MD min kN/m ≧15 ≧20 ≧30 ≧40 ASTM D6637
LTDS (114 yrs), Tal -MD kN/m 16 22 32 43  
Dimensional Characteristics            
Length m 50/100 50/100 50/100 50/100  
Width m 4 4 4 4  
Area m2 200/400 200/400 200/400 200/400  
Weight of roll - approx. kg 50/100 52/104 62/124 72/144  
20' container capacity - approx. m2 20,000 20,000 16,000 14,000  
40' container capacity - approx. m2 40,000 40,000 32,000 28,000  
40'HQ container - approx. m2 44,000 44,000 36,000 32,000  
40' container /m2 with 3.9m width m2 53,520 53,520 46,800 42,000  
40'HQ container /m2 with 3.9m width m2 60,315 60,315 52,700 47,900  
Physical Properties Units GG100-I GG150-I GG200-I GG400-I GG600-I Test Method
Material High Tenacity Polyester Yarn Coated With PVC
Aperture Size - MD ± 20% mm 21 20 19

23

40  
Aperture Size - CD ± 20% mm 28 28 28 26 15  
PET Yarns Properties              
Carboxyl End Group(CEG) mmol/kg 19 19 19 19 19 GRI GG7
Molecular Weight Mn 31985 31985 31985 31985 31985 GRI GG8
Mechanical Index Properties              
Tensile Strength ,Tult - MD min kN/m 100 150 200 400 600 ASTM D6637
Tensile Strength ,Tult - CD min kN/m 30 30 30 50 50 ASTM D6637
Elongation - MD % ≦10 ≦11 ≦12 ≦14 ≦15 ASTM D6637
Tensile Strength at 2% Strain- MD min kN/m ≦25 ≦38 ≦50 ≦80 ≦90 ASTM D6637
Tensile Strength at 5% Strain- MD min kN/m ≦50 ≦75 ≦100 ≦160 ≦180 ASTM D6637
LTDS (114 yrs), Tal -MD kN/m 54 81 108 216 323  
Dimensional Characteristics              
Length m 50/100 50/100 50/100 50 50  
Width m 4 4 4 4 4  
Area m2 200/400 200/400 200/400 200 200  
Weight of roll - approx. kg 84/168 110/220 136/272 276 426  
20' container capacity - approx. m2 13,000 11,000 9,000 6,400 5,000  
40' container capacity - approx. m2 26,000 22,000 18,000 12,800 10,000  
40'HQ container - approx. m2 28,000 25,600 20,250 12,800 11,200  
40' container /m2 with 3.9m width m2 37,910 32,880 26,810 18,720 14,625  
40'HQ container /m2 with 3.9m width m2 41,960 36,935 30,860 18,720 16,380  
(uniaxial geogrid Specifications Download)
1. The values given are indicative and correspond to an average results obtained in our laboratories and testing institutes. The right is reserved to make changes without notice.
 
2. Information contained in this publication is accurate to the best of the knowledge of ACE Geosynthetics. Any information or advice obtained from ACE Geosynthetics otherwise than by means of this publication and weather relating to ACE Geosynthetics materials or other materials, is also given in good faith. However, it remains at all times, the responsibility of the customer to ensure that ACE Geosynthetics material suitable for the particular purpose intended. Insofar as materials not manufactured or supplied by ACE Geosynthetics are used in conjunction with or instead of ACE Geosynthetics materials, the customer should ensure that he has received from the manufacture or supplier all the technical data and other information relating to such supplied, the application or processing of the products described herein, the use of other materials in lieu of ACE Geosynthetics materials in conjunction with such other materials.

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