China 50kn Fiberglass Geogrid Bituminous Coating for Airport Runway Asphalt Reinforcement Fiberglass Geogrid Composite Geogrid, Find details about China Plastic Geogrid, Biaxial Geogrid from 50kn Fiberglass Geogrid Bituminous Coating for Airport Runway Asphalt Reinforcement Fiberglass Geogrid Composite Geogrid
Performance Specification | GG2525 | GG3030 | GG4040 | GG5050 | GG8080 | GG100100 | GG120120 | GGA2525 (Self-adhesive) | GGA3030 (Self-adhesive) | GGA4040 (Self-adhesive) | GGA5050 (Self-adhesive) | GGA8080 (Self-adhesive) | GGA100100 (Self-adhesive) | GGA120120 (Self-adhesive) | |
Itensity (KN/m) | Longitudinal | ≥ 25 | ≥ 30 | ≥ 40 | ≥ 50 | ≥ 80 | ≥ 100 | ≥ 120 | ≥ 25 | ≥ 30 | ≥ 40 | ≥ 50 | ≥ 80 | ≥ 100 | ≥ 120 |
Horizontal | ≥ 25 | ≥ 30 | ≥ 40 | ≥ 50 | ≥ 80 | ≥ 100 | ≥ 120 | ≥ 25 | ≥ 30 | ≥ 40 | ≥ 50 | ≥ 80 | ≥ 100 | ≥ 120 | |
Break elongation ratio(%) | Longitudinal | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 |
Horizontal | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | ≤ 3 | |
Mesh size(mm*mm) | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | 12~50 | |
Breadth(m) | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 | 1~6 |
Minimizes or prolongs reflection cracking
Increases fatigue life
Potential reduction in wheel path rutting
Reudction in pavement thickness
Saving in maintenance
Rational design mathods yet to be developed
Selection of appropriate products
Good installation is the key to success
Quantification of benefits
Quantification of benefits
Material | Fiberglass PET(polyester) Or PP(polypropylene) |
Tensile strength | 25Kn/m--300Kn/m |
Application | Asphalt Reinforcement |
Length | 100m(or as your demand) |
Packing | Standard Export Packing Or Packed as customers' requests. |
Payment terms | TT/LC |
Delivery time | 15-30days |
The principle mechanism involved with the use of geogrid interlayers is often referred to as "through-hole bonding". This essentially involves the placement of the geogrid between two layers of asphalt such that there is sufficient bonding between the asphalt layers to prevent the development of a slip plane during trafficking. Once this mechanism is established, a composite material is formed whereby the tensile strength of the geogrid combines with the compressive strength afforded by the asphalt it is adhered to.