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(CR430,CR435,CR440,CR445,CR450)sheet piles

 

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