|
Section |
Dimensions |
Mass |
Modulus of Section |
Moment of inertia |
||||
|
Width |
Height |
Thickness |
Thickness |
Per pile |
Wall |
|||
|
w |
h |
t |
s |
|
|
|
|
|
|
mm |
mm |
mm |
mm |
kg/m |
kg/m2 |
cm3/m |
cm4/m |
|
|
LARSSEN 408 |
400 |
200 |
10.5 |
7.8 |
48 |
120.1 |
874 |
8740 |
|
LARSSEN 413 |
400 |
250 |
13 |
8.9 |
60 |
149.9 |
1340 |
16800 |
|
LARSSEN 422 |
400 |
340 |
15.5 |
10.4 |
76.1 |
190.4 |
2270 |
38600 |
|
LARSSEN 607 |
600 |
309 |
7.4 |
7.3 |
49.4 |
82.3 |
754 |
11643 |
|
LARSSEN 608 |
600 |
310 |
8 |
7.8 |
52.2 |
87 |
810 |
12559 |
|
LARSSEN 609 |
600 |
312 |
9 |
8.5 |
56.8 |
94.7 |
904 |
14103 |
|
LARSSEN 610 |
600 |
330 |
8.4 |
7.1 |
55.3 |
92.1 |
1037 |
17103 |
|
LARSSEN 611 |
600 |
330 |
9 |
7.4 |
58.1 |
96.9 |
1100 |
18149 |
|
LARSSEN 612 |
600 |
330 |
10 |
8 |
62.9 |
104.8 |
1204 |
19872 |
|
LARSSEN 612C |
600 |
330 |
10 |
10 |
68.9 |
114.8 |
1269 |
20936 |
|
LARSSEN 613 |
600 |
409 |
8.4 |
7.7 |
61.3 |
102.1 |
1328 |
27191 |
|
LARSSEN 614 |
600 |
410 |
9 |
8 |
64.1 |
106.8 |
1408 |
28859 |
|
LARSSEN 615 |
600 |
411 |
10 |
8.5 |
68.8 |
114.6 |
1540 |
31639 |
|
LARSSEN 616 |
600 |
409 |
9.4 |
8.2 |
69.2 |
115.3 |
1605 |
32858 |
|
LARSSEN 617 |
600 |
410 |
10 |
8.4 |
72.1 |
120.1 |
1690 |
34645 |
|
LARSSEN 618 |
600 |
411 |
10.9 |
8.8 |
76.4 |
127.4 |
1817 |
37348 |
|
LARSSEN 618C |
600 |
360 |
13.4 |
9 |
81.6 |
136 |
1800 |
32400 |
|
LARSSEN 619 |
600 |
419 |
11.6 |
9 |
78.8 |
131.4 |
1920 |
40261 |
|
LARSSEN 620 |
600 |
420 |
12.2 |
9.2 |
81.6 |
136 |
2005 |
42105 |
|
LARSSEN 621C |
600 |
421 |
13.2 |
9.6 |
86.3 |
143.8 |
2146 |
45180 |
|
LARSSEN 621T |
600 |
411 |
13 |
8.7 |
82.2 |
137 |
2067 |
42480 |
|
LARSSEN 622T |
600 |
412 |
14 |
9.1 |
86.9 |
144.8 |
2206 |
45441 |
|
LARSSEN 623 |
600 |
430 |
14 |
9.4 |
89.5 |
149.2 |
2343 |
50376 |
|
LARSSEN 624 |
600 |
435 |
13.8 |
9.2 |
91.2 |
152 |
2424 |
52763 |
|
LARSSEN 625 |
600 |
436 |
14.4 |
9.4 |
94 |
156.7 |
2512 |
54771 |
|
LARSSEN 626 |
600 |
437 |
15.4 |
9.8 |
98.9 |
164.8 |
2660 |
58118 |
|
LARSSEN 627C |
600 |
420 |
18 |
11.8 |
106.2 |
177 |
2700 |
56700 |
|
LARSSEN 627 |
600 |
455 |
14.5 |
9.5 |
96.9 |
161.6 |
2701 |
61468 |
|
LARSSEN 628 |
600 |
456 |
15.3 |
9.8 |
100.8 |
168 |
2823 |
64375 |
|
LARSSEN 630 |
600 |
457 |
16.3 |
10.2 |
105.7 |
176.1 |
2976 |
68010 |
|
LARSSEN 631 |
600 |
451 |
18 |
10.3 |
109.1 |
181.9 |
3073 |
69300 |
|
LARSSEN 632 |
600 |
452 |
19 |
10.7 |
114 |
190 |
3200 |
72320 |
|
LARSSEN 633 |
600 |
453 |
19.8 |
11 |
117.7 |
196.2 |
3340 |
75618 |
|
LARSSEN 723 |
750 |
447 |
13 |
9.2 |
101.2 |
134.9 |
2254 |
50359 |
|
LARSSEN 725 |
750 |
450 |
14.6 |
10 |
110.4 |
147.2 |
2502 |
56301 |
U profile sheet pile some success LARSSEN 621T has been recorded with non-destructive LARSSEN 622T investigation techniques LARSSEN 623 but often the results are LARSSEN 624 of limited practical use. The tidal prism LARSSEN 621T is the total amount of water LARSSEN 622T flowing into a harbor or estuary LARSSEN 623 or out again with movement of the tide. The study LARSSEN 624 team determined that existing embankment material should not LARSSEN621T be used for levee fill because it would involve multi-step processing.
U profile steel sheet pile oscillation LARSSEN621T of the water in the LARSSEN622T basin leads to LARSSEN623 maximum current flow LARSSEN624 at half tide. This may mean that LARSSEN 621T the rehabilitation works have to LARSSEN 622T begin with only limited information on the LARSSEN 623 weir sub structure. Time consuming, and expensive compared with LARSSEN 624 obtaining all rockfill and riprap from one source as part of a larger LARSSEN621T rock supply operation.
It decreases as it approaches LARSSEN622T the end of the basin, where the range of the tide is greatest. In such cases, the contract for the LARSSEN622T works must be set up in such LARSSEN623 a way as to allow the design of the remedial works to be refined as the LARSSEN623 construction progresses. It is most economical LARSSEN624 to take advantage of the scale of that operation to obtain the rockfill and riprap required for the LARSSEN624 channelization levees.
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