Geosynthetics- Sika kwaye ucande umsonto wefilimu elukwe nge-geotextiles
Ingcaciso yeMveliso
Ukucaciswa kweMveliso
Ubunzima begram yi-100g/㎡～800g/㎡;ububanzi yi-4～6.4 yeemitha, kwaye ubude buhambelana neemfuno zabathengi.
Iimpawu zeMveliso
Isalathisi esiphezulu somatshini, ukusebenza kakuhle kwe-creep;ukuxhathisa okuqinileyo kwe-corrosion, ukumelana nokwaluphala, ukumelana nobushushu obugqwesileyo, kunye nokusebenza kakuhle kwe-hydraulic.
Iimeko zeSicelo
Ikakhulu isetyenziselwa ukuqinisa, ukuhluza, ukwahlula kunye nokukhupha amanzi, umbane wamanzi, ukhuseleko lokusingqongileyo, oohola bendlela, oololiwe, amadama, amanxweme aselunxwemeni, imigodi yesinyithi kunye nezinye iiprojekthi.
IiParameters zeMveliso
I-GB/T17639-2008 “Geosynthetics-Synthetic-Filament Spunbond kunye neNeedlepunched Nonwoven Geotextiles”
Ingcaciso yeMveliso
| Into | Isalathisi | ||||||||||
| 1 | Ubunzima ngeyunithi yendawo nganye (g/m2) | 100 | 150 | 200 | 300 | 400 | 500 | 600 | 800 | 1000 | |
| 2 | Ukuqhawuka kwamandla,KN/m≥ | 4.5 | 7.5 | 10 | 15 | 20 | 25 | 30 | 40 | 50 | |
| 3 | Amandla ophuka ngokuthe nkqo nathe tye,KN/m≥ | 45 | 7.5 | 10.0 | 15.0 | 20.0 | 25.0 | 30.0 | 40.0 | 50.0 | |
| 4 | Ubude obude,% | 40~80 | |||||||||
| 5 | CBR ukugqabhuka amandla,KN≥ | 0.8 | 1.6 | 1.9 | 2.9 | 3.9 | 5.3 | 6.4 | 7.9 | 8.5 | |
| 6 | Amandla okukrazula ngokuthe nkqo, KN/m | 0.14 | 0.21 | 0.28 | 0.42 | 0.56 | 0.70 | 0.82 | 1.10 | 1.25 | |
| 7 | Ubungakanani bepore obulinganayo O90 (O95) / mm | 0.05~0.20 | |||||||||
| 8 | NONE | K× (10-1~10-3）apho K=1.0~9.9 | |||||||||
| 9 | Ukutyeba,mm≥ | 0.8 | 1.2 | 1.6 | 2.2 | 2.8 | 3.4 | 4.2 | 5.5 | 6.8 | |
| 10 | Ukutenxa kububanzi,% | -0.5 | |||||||||
| 11 | Ukutenxa umgangatho ngokweyunithi yendawo nganye, % | -5 | |||||||||
