STANDARD STATIC VALUES

IMPREGLINER STANDARD STATIC VALUES GL01

REQUIRED WALL THICKNESS, CIRCULAR PROFILES GL01 (ARZ:II)

» Intro circular profiles PDF » Annex circular profiles PDF

Ground water above base / nominal diameter 150 200 250 300 350 400 450 500 600 700 800 900 1000 1100 1200
1.5 m 3.0 3.0 3.0 3.0 3.0 3.0 3.1 3.3 4.1 4.7 5.2 5.8 6.4 7.1 7.9
2.0 m 3.0 3.0 3.0 3.0 3.0 3.0 3.2 3.6 4.3 5.2 5.7 6.4 7.1 7.8 8.5
2.5 m 3.0 3.0 3.0 3.0 3.0 3.1 3.4 3.8 4.7 5.6 6.1 6.9 7.7 8.5 9.2
3.0 m 3.0 3.0 3.0 3.0 3.0 3.3 3.7 4.1 4.9 5.8 6.8 7.4 8.2 9.1 9.8
3.5 m 3.0 3.0 3.0 3.0 3.0 3.4 3.8 4.3 5.1 5.9 6.8 7.8 8.5 9.8 10.3
4.0 m 3.0 3.0 3.0 3.0 3.1 3.6 4.0 4.4 5.3 6.2 7.1 8.0 9.0 9.9 10.8
4.5 m 3.0 3.0 3.0 3.0 3.2 3.7 4.2 4.6 5.5 6.4 7.4 8.3 9.4 10.3 11.2
5.0 m 3.0 3.0 3.0 3.0 3.4 3.8 4.3 4.8 5.7 6.8 7.6 8.6 9.5 10.5 11.7

REQUIRED WALL THICKNESS, EGG-SHAPED PROFILES GL01 (ARZ:II)

» Intro egg-shaped profiles PDF » Annex egg-shaped profiles PDF

Ground water above base / nominal diameter 200/300 250/375 300/450 350/525 400/600 500/750 600/900 700/1050
1.5 m 3.0 3.2 3.8 4.4 5.0 6.1 7.2 8.3
2.0 m 3.0 3.5 4.2 4.9 5.5 6.8 8.1 9.3
2.5 m 3.1 3.8 4.5 5.3 6.0 7.4 8.8 10.2
3.0 m 3.3 4.1 4.9 5.6 6.4 7.9 9.5 10.9
3.5 m 3.5 4.3 5.1 6.0 6.8 8.4 10.0 11.6
4.0 m 3.6 4.5 5.4 6.2 7.1 8.8 10.5 12.2
4.5 m 3.8 4.7 5.6 6.5 7.4 9.2 11.0 12.8
5.0 m 3.9 4.9 5.8 6.7 7.7 9.6 11.4 13.3

Long-term elastic modulus ΕL = 7,000 N/mm2
Long-term bending strength σfB = 110 N/mm2
Long-term compression strength σD = 110 N/mm2
Density of the liner γL = 16 KN/m3


IMPREGLINER STANDARD STATIC VALUES GL13

REQUIRED WALL THICKNESS, CIRCULAR PROFILES GL13 (ARZ:II)

Ground water above base / nominal diameter 400 450 500 600 700 800 900 1000 1100 1200 1300 1400 1500
1.5 m 3.0 3.0 3.0 3.1 3.6 4.0 4.5 5.0 5.5 6.0 6.6 7.0 7.5
2.0 m 3.0 3.0 3.0 3.4 4.0 4.5 5.0 5.6 6.1 6.7 7.2 7.8 8.3
2.5 m 3.0 3.0 3.0 3.7 4.3 4.9 5.5 6.0 6.7 7.2 7.8 8.4 9.0
3.0 m 3.0 3.0 3.2 3.9 4.6 5.2 5.8 6.4 7.1 7.7 8.3 8.9 9.5
3.5 m 3.0 3.0 3.4 4.0 4.7 5.4 6.1 6.7 7.4 8.1 8.9 9.5 10.1
4.0 m 3.0 3.2 3.5 4.2 4.9 5.6 6.3 7.1 7.8 8.4 9.1 10.0 10.7
4.5 m 3.0 3.3 3.7 4.4 5.1 5.8 6.5 7.3 8.0 8.7 9.5 10.3 11.0
5.0 m 3.0 3.4 3.8 4.5 5.3 6.0 6.8 7.5 8.3 9.0 9.9 10.7 11.4

REQUIRED WALL THICKNESS, EGG-SHAPED PROFILES GL13 (ARZ:II)

Ground water above base / nominal diameter 300/450 350/525 400/600 500/750 600/900 700/1050 800/1200 900/1350 1000/1500
1.5 m 3.0 3.3 3.9 4.8 5.7 6.5 7.3 8.1 9.0
2.0 m 3.3 3.8 4.4 5.4 6.4 7.4 8.3 9.2 10.2
2.5 m 3.6 4.2 4.7 5.9 7.0 8.0 9.1 10.1 11.2
3.0 m 3.8 4.4 5.0 6.3 7.5 8.6 9.8 10.9 12.1
3.5 m 4.0 4.7 5.3 6.6 7.9 9.1 10.4 11.6 12.9
4.0 m 4.2 4.9 5.6 6.9 8.3 9.6 10.9 12.2 13.6
4.5 m 4.4 5.1 5.8 7.2 8.6 10.0 11.4 12.8 14.2
5.0 m 4.6 5.3 6.0 7.5 9.0 10.4 11.9 13.3 14.8

Long-term elastic modulus ΕL = 14,500 N/mm2
Long-term bending strength σfB = 185 N/mm2
Long-term compression strength σD = 185 N/mm2
Density of the liner γL = 16 KN/m3