| 1(Density- IS 13360 (part-3) sec-10) |
- |
500 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
5000 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
5000 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
1000 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
500 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
500 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
20000 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
40000 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
500 |
|
- |
| Clause No. 5.4(Perforations) |
- |
500 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
500 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
500 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20000 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
70000 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
40000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10000 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
500 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
500 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
1000 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
1000 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20000 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
70000 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
40000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10000 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
500 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
1000 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
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| Clause No. 5.2(Dimensions) |
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| Clause No. 5.4(Perforations) |
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| Clause No. 5.5(Seam Weld) |
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| Clause No. 5.3(Surface density of indentation) |
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| Clause No. 5.3(Asperity height) |
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| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
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| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
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| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
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| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
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| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
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| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
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| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
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| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
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| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
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| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
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| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
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| Clause No. 5.2(Dimensions) |
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| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
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| Clause No. 5.4(Perforations) |
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| Clause No. 8(Geocells panel packaging) |
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| Clause No. 5.5(Seam Weld) |
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| Clause No. 5.3(Surface density of indentation) |
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| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
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| Clause No. 5.3(Asperity height) |
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| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
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| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
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| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
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| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
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| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
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| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
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| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
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| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
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| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
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| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
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| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
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| Clause No. 8(Geocells panel packaging) |
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| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
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| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
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| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
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