I-1,. Ubunzima bokukhanya, amandla aphezulu, imodyuli ephezulu, ubude obuphantsi kunye nokuqina okulungileyo.
2. Ukumelana nokubola, akukho kukhahlela ixesha elide, ubomi obude.
I-3.Uzinzo oluhle lomzimba kunye neekhemikhali kunye nokuzinza okuhle kwe-thermal.
4. Ukumelana nokuqhekeka kokukhathala, umkhondo wokushisa okuphezulu kunye nokushisa okuphantsi kwe-shrinkage cracking.
5. Ukulibazisa kunye nokunciphisa i-crack reflection.
Inkcazo | Uhlobo | Amandla okuqina (KN/m) | Elongation at break(%) | Ubungakanani beMesh | 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 kwendlela yeasphalt endala kunye nokomelezwa kwendlela yeasphalt.
2.Ukuguqula indlela endala yesamente ibe yindlela edibeneyo.
3.Ukuthintela ukuqhekeka kokubonakalisa okubangelwa kukuncipha kwebhloko.
4.Ukuthintela kunye nokulawula ukuqhekeka okubangelwa yintlangano entsha kunye nendala kunye nokuhlaliswa okungalinganiyo.
5.Ukwandiswa kwendlela.
6.Ukomelezwa kwesiseko somhlaba othambileyo kunye nokomelela ngokubanzi kwendlela yendlela.