Grand Steel Piling
/ Knowledge /(Z profile sheet piles, General Santos sheet piles) MMZ32-1, MMZ34-1,MMZ35-1,MMZ36-1, MMZ36-2, MMZ36-3

(Z profile sheet piles, General Santos sheet piles) MMZ32-1, MMZ34-1,MMZ35-1,MMZ36-1, MMZ36-2, MMZ36-3

 

Section Dimensions Section area Mass Moment
of inertia
Modulus
of section
  Width Height Thickness   Pile Wall    
  w h t/s          
  mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
MMZ11-1 575 260 8.8 128.7 58.1 101 13860 1066
MMZ11-2 575 260 9.5 138.9 63.2 109 14563 1120
MMZ12-1 670 260 8.5 126.1 66.1 99 18726 1239
MMZ12-2 770 344 8.5 120 72.6 94.2 21413 1302
MMZ12-3 575 260 10 155.9 70.4 122.4 15845 1217
MMZ12-4 700 314 8.5 122.7 67.4 96.3 18889 1202
MMZ13-1 670 303 9.5 136.9 72 107.5 19381 1279
MMZ13-2 770 344 9 125.0 75.6 98.1 22579 1312
MMZ13-3 575 260 10.5 161 72.6 126.4 16540 1272
MMZ13-4 700 315 9.5 134.6 74 105.7 20537 1303
MMZ13-5 700 316 10 140.4 77.2 110.2 21420 1355
MMZ13-6 650 350 8 119.5 61 93.8 22799 1303
MMZ14-1 670 304 10.5 153.6 80.8 120.6 21220 1395
MMZ14-2 770 345 9.5 131.1 79.3 102.9 23396 1355
MMZ14-3 770 345 10 137.2 82.9 107.7 24315 1409
MMZ14-4 700 316 10.3 146.1 80.3 114.7 22258 1407
MMZ15-1 700 420 7 109.2 60 85.7 31087 1480
MMZ15-2 700 450 7 108.4 59.6 85.1 33203 1475
MMZ16-1 575 350 8.5 141.7 63.9 111.2 28009 1600
MMZ16-2 640 400 8 127.4 64 100 32321 1620
MMZ17-1 630 379 8.5 137.1 67.8 107.6 31592 1666
MMZ17-2 700 420 8.5 133 73.1 104.4 37135 1767
MMZ17-3 575 350 9 148 66.8 116.2 29040 1659
MMZ17-4 575 370 9 148.4 67 116.5 31798 1718
MMZ17-5 575 350 9.5 156.2 70.5 122.6 29796 1702
MMZ17-6 675 430 8.5 133 70.5 104.4 36820 1712
MMZ18-1 630 380 9.5 150.4 74.4 118.1 34220 1801
MMZ18-2 700 420 9 139.2 76.5 109.3 37991 1808
MMZ18-3 575 350 9.8 160.1 72.3 125.7 30962 1767
MMZ18-4 575 360 10 163.4 73.8 128.3 31578 1804
MMZ18-5 675 420 9 141.1 74.8 110.8 37990 1808
MMZ18-6 630 381 9.9 157.2 77.8 123.4 35721 1874
MMZ18-7 700 440 9 140.9 77.4 110.6 41587 1890
MMZ19-1 630 381 10.2 163.8 81 128.6 35803 1879
MMZ19-2 700 421 9.5 145.6 80 114.3 39592 1880
MMZ19-3 675 390 10 156.6 83 122.9 37457 1921
MMZ20-1 700 421 9.9 152 83.5 119.3 41031 1948
MMZ21-1 575 350 11 189.2 85.4 148.5 36631 2093
MMZ22-1 575 350 11.5 199.1 89.9 156.3 37913 2166
MMZ23-1 575 350 12 208.4 94.1 163.6 39530 2258
MMZ24-1 700 449 10.5 172.4 94.7 135.3 55256 2460
MMZ24-2 575 350 12.5 219.5 99.1 172.3 41558 2374
MMZ24-3 700 480 10 163.5 89.7 128.2 58912     2454
MMZ24-4 700 540 9.5 156.7 86.1 123 66447 2460
MMZ25-1 630 440 10.5 180.8 89.4 141.9 54750 2488
MMZ25-2 675 440 11 183.4 97.2 144 55500 2522
MMZ25-3 575 350 13 227.4 102.6 178.5 43459 2482
MMZ26-1 630 470 11.5 197.7 97.9 155.2 63318 2695
MMZ26-2 700 460 11.5 187.3 102.9 147 59887 2603
MMZ26-3 675 430 12 199.1 105.5 156.3 56023 2605
MMZ26-4 700 500 10 167.3 91.9 131.3 65322 2612
MMZ26-5 700 470 10.5 176.3 96.9 138.4 62047 2640
MMZ27-1 675 460 12 200.3 106.1 157.2 62336 2709
MMZ27-2 630 480 10 185 91.5 145.2 65379 2723
MMZ28-1 630 440 12.5 213.6 105.7 167.7 60621 2754
MMZ28-2 700 461 13.2 214.6 118 168.5 65537 2755
MMZ28-3 700 461 12 200.1 110 157.1 64901 2815
MMZ28-4 700 500 11.2 188.5 103.6 148 70005 2800
MMZ28-5 700 480 11.5 189.4 104.1 148.7 67502 2812
MMZ28-6 700 481 11 184.5 101.4 144.8 66546 2766
MMZ32-1 675 485 12 212.1 112.4 166.5 77985 3215
MMZ34-1 675 500 12 215.9 114.4 169.5 84865 3394
MMZ35-1 675 500 12.5 224.3 118.9 176.1 87685 3506
MMZ36-1 675 485 13 234.1 124.1 183.8 87785 3620
MMZ36-2 700 540 12.2 215.9 118.6 169.5 97450 3609
MMZ36-3 630 490 12.5 235.5 116.5 184.9 88299 3604
MMZ37-1 700 500 13 231.8 127.4 182 92562 3702
MMZ37-2 675 485 13.5 242.5 128.5 190.4 89960 3709
MMZ38-1 675 485 14 249.8 132.4 196.1 918989 3793
MMZ38-2 700 570 13 230.1 126.4 180.6 109180 3830
MMZ39-1 700 560 13.5 239.9 131.8 188.3 110180 3935
MMZ40-1 700 550 13.8 244.2 134.2 191.7 110027 4000
MMZ41-1 700 540 14 251.8 138.4 197.7 111480 4128
MMZ42-1 700 550 14 253.1 139.1 198.7 115747 4209
MMZ42-2 700 550 14.2 258.7 142.1 203.1 115660 4205
MMZ43-1 700 560 14 253.9 139.5 199.3 119843 4280
MMZ43-2 700 560 13.5 248.4 136.5 195 120877 4316
MMZ44-1 700 540 14.5 271.3 149.1 213 118995 4403
MMZ44-2 700 550 14 256.9 141.2 201.7 121091 4403
MMZ46-1 580 540 14.2 291.2 132.6 228.6 124708 4618
MMZ46-2 700 525 15.2 287 157.7 225.3 121241 4616
MMZ46-3 700 560 15 281 154.4 220.6 129611 4628
MMZ46-4 700 600 14 158.2 141.9 202.7 138283 4609
MMZ48-1 580 570 15 306.6 139.6 240.7 137234 4814
MMZ48-2 580 540 15 306.6 139.6 240.7 137234 4814
MMZ48-3 700 550 15.2 288.4 158.5 226.4 132187 4805
MMZ50-1 580 580 16 322.2 146.7 252.9 145656 5022
MMZ50-2 580 530 15.5 316.9 144.3 248.8 132744 5008
MMZ50-3 700 530 16 302.5 166.3 237.5 133465 5036
MMZ50-4 700 560 16 298.5 164 234.3 140578 5020
MMZ50-5 580 520 15 322.3 146.7 253 133709 5142
MMZ52-1 700 550 16 305.2 167.7 239.6 143742 5226

 

The z profile sheet piles MMZ32-1 facilities would be connected MMZ34-1 to services such as water supply, MMZ35-1 electrical power and sewage facilities. The water supply would comprise a bowser which would be filled from the existing water supply located in the area MMZ 32-1 of the site entrance. The electrical supply would be provided by a diesel powered electrical generator. The generator and its fuel supply would be bunded to prevent the discharge of spillages MMZ 34-1 into the adjacent watercourse (i.e. the Hinkley Point C Drainage Ditch). The MMZ 35-1 sewage treatment facility would be an underground cess pool or similar, suitably sized MMZ 36-1 for the number of staff and duration of the works. This would not be connected and, MMZ 36-2 therefore, would not discharge into the MMZ 36-3 adjacent watercourse.

This general santos sheet piles MMZ36-1 guidance has been MMZ36-2prepared where applicable in accordance with MMZ36-3 available and relevant global policy and guidance relating to the management and protection of underwater cultural heritage.

This cofferdam type is better than the earth fill. These are very pervious and are usually provided with an impermeable membrane of soil to reduce seepage. The crest and upper part of impermeable membrane are provided with a rap to protect against the wave action. Steep slopes can be maintained at 1:1.5 or 1:1.25.

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