...
1,.Isisindo esilula, amandla aqinile aphezulu, i-modulus ephezulu, ubude obuphansi kanye nokuqina okuhle.
2. Ukumelana nokugqwala, akukho mkhuba omude, ukuphila isikhathi eside.
I-3.Ukuzinza okuhle ngokomzimba namakhemikhali kanye nokuzinza okuhle kokushisa.
4. Imelana nokuqhekeka kokukhathala, ithrekhi enezinga eliphezulu lokushisa kanye nokuqhekeka kokuncipha kwezinga lokushisa eliphansi.
5. Ukubambezeleka nokunciphisa ukubonakaliswa kokuqhekeka.
Incazelo | Uhlobo | Amandla okuqina (KN/m) | I-elongation at breaking(%) | Usayizi we-Mesh | Ububanzi(m) | ||
MD | CD | MD | CD | ||||
I-Fiberglass geogrid | GG2525 | ≥25 | ≥25 | ≤3 | ≤3 | 12 - 50 | 1; 6 |
GG3030 | ≥30 | ≥30 | ≤3 | ≤3 | 12 - 50 | 1; 6 | |
GG4040 | ≥40 | ≥40 | ≤3 | ≤3 | 12 - 50 | 1; 6 | |
GG5050 | ≥50 | ≥50 | ≤3 | ≤3 | 12 - 50 | 1; 6 | |
GG8080 | ≥80 | ≥80 | ≤3 | ≤3 | 12 - 50 | 1; 6 | |
GG100100 | ≥100 | ≥100 | ≤3 | ≤3 | 12 - 50 | 1; 6 | |
GG120120 | ≥120 | ≥120 | ≤3 | ≤3 | 12 - 50 | 1; 6 |
1.Ukugcinwa komgwaqo we-asphalt omdala kanye nokuqiniswa kwe-asphalt pavement.
2.Ukuguqula umgwaqo omdala usimende ube umgwaqo oyinhlanganisela.
3.Ukuvimbela ukuqhekeka kokubonakala okubangelwa ukuncipha kwebhulokhi.
4.Ukuvimbela nokulawula ukuqhekeka okubangelwa inhlanganisela entsha nendala kanye nokuhlaliswa okungalingani.
5.Ukunwetshwa komgwaqo.
6.Ukuqiniswa kwesisekelo senhlabathi ethambile kanye namandla aphelele ombhede womgwaqo.