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Fortrac Gabion (2 90 3 0.5 1.5 1 5 0.3 0.3 2)

  1. HUESKER
  3. Geosynthetics
  5. Fortrac® Systems
  7. Fortrac Gabion
CAD模型選擇
IDNR
ID-number
Gabion
SUBS
Subsystem
Half-gabion facing
PHFB
pH of fill soil
2<=pH<4
4<=pH<=9
9<pH<=12
D90FB
D90 fill soil
D90<=2mm
D90<=32mm
D90<=63mm
BWD
Service life
1 year
5 years
10 years
60 years
120 years
RMMD
Type (raw material)
PET
PVA
PFM
Partial factor for material
1.4
1.3
1.2
1.0
RBK0
Nominal strength
35
55
80
110
150
200
300
400
600
 kN/m
N
Inclination of the layer
75
80
85
90
 °
A
Anchoring length
3.0
4.0
5.0
6.0
8.0
10.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
 m
D
Layer distance
0.5
0.6
 m
R
Wrap around length
1.50
 m
TYPEEROSION
Type
BASETRAC® NONWOVEN BS 25
FBV1
Fill soil visibility 1
nein
ja
FBV2
Fill soil visibility 2
nein
ja
ST
Steel mat type
galvanized steel
B
Lift height
0.500
W
Width
5
 m
C1
Wrap around at the top
0.3
 m
C2
Wrap around at the bottom
0.3
 m
B2
Lift height
0.500 m
LODDEST
LOD Destination
Architecture
Mechanical
LODLEVEL
LOD Level
300
200
OWS
Öffnungswinkel Stahlmatte
90
LFGS
Length of the front the part of the steel element
0.65 m
LBGS
Length of the bottom part of the steel element
0.50 m
ABS1
Distance between the tie rods
0.4 m
AN
Number per anchor point
2
WS
Steel element width
3
AF
Front area
2.45 m^2
GGM
Reinforcement quantity
25.000 m^2
ESM
Erosion protection - quantity
5.390 m^2
FB1M
Fill soil quantity 1
0.750 m^3
FB2M
Fill soil quantity 2
6.750 m^3
SSM
Steel element quantities
1.724 Stk
Preview - Generation