sheet piles07.png)
Section
reference
Dimensions
Mass
Per meter of wall
Width
Height
Thickness
Single pile
Wall
Section Modulus
Moment of inertia
w
h
t
s
W
I
mm
mm
mm
mm
kg/m
kg/m2
cm3/m
cm4/m
CR430
D22601
330
34
3
3
9.72
29.45
40
68
CR435
D28130
330
34.50
3.5
3.5
11.34
34.36
46
79
CR440
D12889
330
35
4
4
12.96
39.29
52
91
CR445
D28233
330
35.50
4.5
4.5
14.53
44.04
57
103
CR450
D22864
330
36
5
5
16.09
48.76
63
114
KD400/5
D28478
400
49
5
5
18.52
46.30
84
208
KD400/5.5
D28404
400
49.50
5.5
5.5
20.37
50.92
91
229
KD400/6
D28384
400
50
6
6
22.23
55.57
99
250
KD500/5
D28472
500
49
5
5
22.45
44.90
86
215
KD500/6
D28473
500
50
6
6
26.94
53.88
101
258
KD600/6
D28090
600
78
6
6
37.50
62.00
184
718
KD600/8
D27909
600
80
8
8
50.00
83.00
237
947
KD600/9
D62651
600
81
9
9
55.53
92.55
263
1066
KD750/5
D62650
742
91
5
5
33.79
45.54
163
745
KD750/6
D62634
742
92
6
6
40.90
54.66
194
893
KD750/6.5
D62676
742
92.50
6.5
6.5
43.72
58.90
209
967
KD750/7
D62635
742
93
7
7
47.03
63.40
224
1042
KD750/7.5
D62677
742
93.50
7.5
7.5
50.30
67.80
239
1116
KD750/8
D62632
742
94
8
8
55.56
72.18
254
1197
KD750/9
D62685
742
95
9
9
60.26
81.21
283
1346
The gap between the sheet piles and CR430 DD22601 is generate off with CR435 DD28130,CR440 DD12889,CR445 DD28233,CR450 DD22864 types of goods.which will allow the pile to pass through during the driving operation, but prevent the water from entering the cofferdam. ;The CR 430,CR 435, are hydrostatic pressure, forces due to soil loads, water current forces, wave forces, ice forces, seismic loads and accidental loads.
In interpreting changes in CR 440,CR 445,CR 450 in this release. Note that month-to-month changes in seasonally adjusted CR435,CR440 often show movements which may be irregular. controls, flag crew, signage, and safety site controls are required at all times when work is being done in the right-of-way. (Please note, a CR445 number and Class A contractor’s license are required before any work can begin CR450 in the right-of-way.)
The trench sheet of CR 430,CR 435 utilizing green construction materials over the CR 450 conventional construction. Materials including how the materials are produced, the general ,CR 440,CR 445 of the material, and how the materials are installed.The reasons were, among others, the relatively shallowness of the foundation, as the pier was close to the shoreline, and the reduced CR430 associated to this solution, given the excavation took place before placing the structure