PSIOPT +ZENG CB 0.001 0.0001 20PT PT PT 118 490.0PILSUP AVG 31213123312531233125312731213127* **************************************************************************** ** CTEP : MORAGOT HUB PLATFORM (MGWA) DETAILED ENGINEERING DESIGN ** ================================================================ ** ** TECHNIP ENGINEERING (THAILAND) LTD ** ---------------------------------- ** ** FATIGUE ANALYSIS - FOUNDATION LINEARIZATION (FOR 10-YRS CONDITION) * ** ** CREATED IN : APRIL 2008 ** FILE NAME : 6600mgwa_jkt_psi.fat ** ORIGINATED BY : TECHNIP ENGINEERING (THAILAND), LTD. ** MODIFIED BY : RAM WATTANAWIRAWONG ** CHECKED BY : CHONLAWIT KHAYTONG ** PROJECT NO. : 6600 ** PROJECT TITLE : MORAGOT HUB PLATFORM (MGWA) DETAILED ENGINEERING ** ** DESCRIPTION : ** ** 1) ALL GEOTECHNICAL INFORMATION IS EXTRACTED FROM ** DESIGN SPECIFICATION:DS-1032, "GENERIC FOUR-PILE WELLHEAD PLATFORM" ** , REVISION 5 ** 2) PILE CONFIGURATIONS ARE AS FOLLOWS, ** PILE DIAMETER : 42.0 in ** TRUE PENETRATION OF PILE : ** PILE A1 : 360 FT ** PILE A2 : 360 FT ** PILE B1 : 360 FT ** PILE B2 : 360 FT ** 3) THE SCOUR DEPTH OF THE SOIL SURFACE IS ASSUMED TO BE 5 FT BELOW ** MUDLINE ** 4) THE DATUM OF SOIL TABLES IS SET AT EL(-)5.0 FT SINCE PILE HEADS IN ** THE GLOBAL MODEL ARE MODELED AT THIS ELEVATION. ** 5) TO CONSIDER PILE WEIGHT IN THE ANALYSIS, PILE MATERIAL UNIT WEIGHT ** IS INPUT IN PSIOPT COMMAND. ** 6) GLOBAL AXIS SYSTEM : + Z VERTICALLY UP FROM CHART DATUM ** ** ** ROW 1 ROW 2 ** * * * * * * * * * * * * * * * ROW B ** *PILEHD #81 PILEHD #88* ** ^ PLATFORM * Y ^ * ** | NORTH * | * ** | * | * ** --|-- * | * ** | * + --- ---> * ** * X * ** * * ** * * ** * * ** *PILEHD #11 PILEHD #18* ** * * * * * * * * * * * * * * * ROW A ** ** ** **************************************************************************** **PLTRQ SD DL

*PLTSZ8.267711.6930.1 0.1 1*PLGRUPPLGRUP PA1 42. 2.00 29. 11.6 60. 9.95 1.PLGRUP PA1 42. 1.75 29. 11.6 60. 75. 1. 0.PLGRUP PA1 42. 1.50 29. 11.6 50. 95. 1.PLGRUP PA1 42. 0.75 29. 11.6 50. 170. 1. 0.PLGRUP PA1 42. 1.50 29. 11.6 50. 5. 1. 9.621*PLGRUP PB1 42. 2.00 29. 11.6 60. 9.95 1.PLGRUP PB1 42. 1.75 29. 11.6 60. 75. 1. 0.PLGRUP PB1 42. 1.50 29. 11.6 50. 95. 1.PLGRUP PB1 42. 0.75 29. 11.6 50. 170. 1. 0.PLGRUP PB1 42. 1.50 29. 11.6 50. 5. 1. 9.621*PLGRUP PA2 42. 2.00 29. 11.6 60. 9.95 1.PLGRUP PA2 42. 1.75 29. 11.6 60. 75. 1. 0.PLGRUP PA2 42. 1.50 29. 11.6 50. 95. 1.PLGRUP PA2 42. 0.75 29. 11.6 50. 170. 1. 0.PLGRUP PA2 42. 1.50 29. 11.6 50. 5. 1. 9.621*PLGRUP PB2 42. 2.00 29. 11.6 60. 9.95 1.PLGRUP PB2 42. 1.75 29. 11.6 60. 75. 1. 0.PLGRUP PB2 42. 1.50 29. 11.6 50. 95. 1.PLGRUP PB2 42. 0.75 29. 11.6 50. 170. 1. 0.PLGRUP PB2 42. 1.50 29. 11.6 50. 5. 1. 9.621*PILEPILE 811181 PB1 SL02PILE 881188 PB2 SL02PILE 111111 PA1 SL03PILE 181118 PA2 SL03*SOILSOIL TZAXIAL HEAD 13 SL02DIA. 42" PILESOIL SLOCSM 8 0.0 0.001 LAYER 2 TOP = 5'(REFERENCE PILE DIASOIL T-Z 0.000 0.000 0.010 0.070 0.010 0.130 0.020 0.240 0.020 0.340SOIL T-Z 0.030 0.420 0.020 0.840 0.020 99.00SOIL SLOCSM 8 2.0 0.001 LAYER 3 TOP = 7'SOIL T-Z 0.000 0.000 0.160 0.070 0.270 0.130 0.400 0.240 0.480 0.340SOIL T-Z 0.530 0.420 0.480 0.840 0.480 99.00SOIL SLOCSM 8 25.0 0.001 LAYER 5 TOP = 30'SOIL T-Z 0.000 0.000 0.690 0.070 1.150 0.130 1.720 0.240 2.060 0.340SOIL T-Z 2.290 0.420 2.060 0.840 2.060 99.00SOIL SLOCSM 8 54.0 0.001 LAYER 6 TOP = 59'SOIL T-Z 0.000 0.000 1.350 0.070 2.250 0.130 3.380 0.240 4.060 0.340SOIL T-Z 4.510 0.420 4.060 0.840 4.060 99.00SOIL SLOCSM 8 56.0 0.001 LAYER 7 TOP = 61'SOIL T-Z 0.000 0.000 3.100 0.070 5.170 0.130 7.750 0.240 9.300 0.340SOIL T-Z 10.33 0.420 8.780 0.840 8.780 99.00SOIL SLOCSM 8 95.0 0.001 LAYER 8 TOP = 100'SOIL T-Z 0.000 0.000 3.740 0.070 6.240 0.130 9.360 0.240 11.23 0.340SOIL T-Z 12.48 0.420 10.61 0.840 10.61 99.00SOIL SLOCSM 8 125.0 0.001 LAYER 9 TOP = 130'SOIL T-Z 0.000 0.000 4.240 0.070 7.060 0.130 10.59 0.240 12.71 0.340SOIL T-Z 14.13 0.420 12.01 0.840 12.01 99.00SOIL SLOCSM 8 145.0 0.001 LAYER 10 TOP = 150'SOIL T-Z 0.000 0.000 4.570 0.070 7.610 0.130 11.42 0.240 13.70 0.340SOIL T-Z 15.23 0.420 12.94 0.840 12.94 99.00

SOIL SLOCSM 8 175.0 0.001 LAYER 11 TOP = 180'SOIL T-Z 0.000 0.000 5.060 0.070 8.440 0.130 12.66 0.240 15.19 0.340SOIL T-Z 16.88 0.420 14.34 0.840 14.34 99.00SOIL SLOCSM 8 205.0 0.001 LAYER 12 TOP = 210'SOIL T-Z 0.000 0.000 5.910 0.070 9.840 0.130 14.77 0.240 17.72 0.340SOIL T-Z 19.64 0.420 16.73 0.840 16.73 99.00SOIL SLOCSM 9 245.0 0.001 LAYER 13 TOP = 250'SOIL T-Z 0.000 0.000 7.030 0.070 11.72 0.130 17.58 0.240 21.09 0.340SOIL T-Z 23.44 0.420 19.92 0.840 22.31 9.30 22.31 99.00SOIL SLOCSM 8 285.0 0.001 LAYER 14 TOP = 290'SOIL T-Z 0.000 0.000 8.160 0.070 13.59 0.130 20.39 0.240 24.47 0.340SOIL T-Z 27.19 0.420 23.11 0.840 23.11 99.00SOIL SLOCSM 8 365.0 0.001 LAYER 15 TOP = 370'SOIL T-Z 0.000 0.000 8.160 0.070 13.59 0.130 20.39 0.240 24.47 0.340SOIL T-Z 27.19 0.420 23.11 0.840 23.11 99.00*SOIL BEARING HEAD 11 SL02 42"SOIL SLOC 7 0.000 0.7218 LAYER 0 TOP = 5'(REFERENCE PILE DISOIL T-Z 0.0 0.000 0.001 .080 0.002 0.550 0.004 1.760 0.004 3.070SOIL T-Z 0.005 4.200 0.005 99.00SOIL SLOC 7 195.0 0.7218 LAYER 1 TOP = 200'SOIL T-Z 0.0 0.000 0.058 .080 0.117 0.550 0.175 1.760 0.210 3.070SOIL T-Z 0.234 4.200 0.234 99.00SOIL SLOC 7 215.0 0.7218 LAYER 2 TOP = 220'SOIL T-Z 0.0 0.000 0.064 .080 0.129 0.550 0.193 1.760 0.231 3.070SOIL T-Z 0.257 4.200 0.257 99.00SOIL SLOC 7 225.0 0.7218 LAYER 3 TOP = 230'SOIL T-Z 0.0 0.000 0.067 .080 0.134 0.550 0.202 1.760 0.242 3.070SOIL T-Z 0.269 4.200 0.269 99.00SOIL SLOC 7 235.0 0.7218 LAYER 4 TOP = 240'SOIL T-Z 0.0 0.000 0.070 .080 0.140 0.550 0.210 1.760 0.252 3.070SOIL T-Z 0.281 4.200 0.281 99.00SOIL SLOC 7 245.0 0.7218 LAYER 5 TOP = 250'SOIL T-Z 0.0 0.000 0.073 .080 0.146 0.550 0.219 1.760 0.263 3.070SOIL T-Z 0.292 4.200 0.292 99.00SOIL SLOC 7 255.0 0.7218 LAYER 6 TOP = 260'SOIL T-Z 0.0 0.000 0.076 .080 0.152 0.550 0.228 1.760 0.274 3.070SOIL T-Z 0.304 4.200 0.304 99.00SOIL SLOC 7 265.0 0.7218 LAYER 7 TOP = 270'SOIL T-Z 0.0 0.000 0.079 .080 0.158 0.550 0.237 1.760 0.284 3.070SOIL T-Z 0.316 4.200 0.316 99.00SOIL SLOC 7 275.0 0.7218 LAYER 8 TOP = 280'SOIL T-Z 0.0 0.000 0.082 .080 0.164 0.550 0.245 1.760 0.295 3.070SOIL T-Z 0.327 4.200 0.327 99.00SOIL SLOC 7 285.0 0.7218 LAYER 9 TOP = 290'SOIL T-Z 0.0 0.000 0.085 .080 0.170 0.550 0.254 1.760 0.305 3.070SOIL T-Z 0.339 4.200 0.339 99.00SOIL SLOC 7 365.0 0.7218 LAYER 10 TOP = 370'SOIL T-Z 0.0 0.000 0.085 .080 0.170 0.550 0.254 1.760 0.305 3.070SOIL T-Z 0.339 4.200 0.339 99.00**SOIL TORSION HEAD 1379049. SL02 TORSION STIFF*SOIL LATERAL HEAD 11 42.0 SL02DIA. 42" PILESOIL SLOCSM 10 LAYER 1 TOP = 5'SOIL P-Y 0.000 0.000 0.007 0.050 0.011 0.210 0.018 0.840 0.024 2.100SOIL P-Y 0.030 4.200 0.035 6.300 0.020 16.80 0.000 31.50 0.000 99.00SOIL SLOCSM 10 5.0 LAYER 1 TOP = 10'SOIL P-Y 0.000 0.000 0.026 0.050 0.042 0.210 0.067 0.840 0.090 2.100SOIL P-Y 0.114 4.200 0.130 6.300 0.100 16.80 0.057 31.50 0.057 99.00

SOIL SLOCSM 10 12.0 LAYER 1 TOP = 17'SOIL P-Y 0.000 0.000 0.055 0.050 0.089 0.210 0.142 0.840 0.193 2.100SOIL P-Y 0.243 4.200 0.277 6.300 0.240 16.80 0.189 31.50 0.189 99.00SOIL SLOCSM 10 22.0 LAYER 1 TOP = 27'SOIL P-Y 0.000 0.000 0.102 0.050 0.165 0.210 0.265 0.840 0.358 2.100SOIL P-Y 0.452 4.200 0.516 6.300 0.490 16.80 0.454 31.50 0.454 99.00SOIL SLOCSM 8 30.0 LAYER 1 TOP = 35'SOIL P-Y 0.000 0.000 0.145 0.050 0.232 0.210 0.374 0.840 0.505 2.100SOIL P-Y 0.637 4.200 0.728 6.300 0.728 99.00SOIL SLOCSM 8 43.0 LAYER 1 TOP = 48'SOIL P-Y 0.000 0.000 0.198 0.050 0.319 0.210 0.513 0.840 0.693 2.100SOIL P-Y 0.873 4.200 0.998 6.300 0.998 99.00SOIL SLOCSM 8 54.0 1.0 LAYER 1 TOP = 59'SOIL P-Y 0.000 0.000 0.244 0.050 0.392 0.210 0.630 0.840 0.852 2.100SOIL P-Y 1.073 4.200 1.227 6.300 1.227 99.00SOIL SLOCSM 8 56.0 1.0 LAYER 1 TOP = 61'SOIL P-Y 0.000 0.000 0.559 0.010 0.898 0.050 1.445 0.210 1.953 0.530SOIL P-Y 2.461 1.050 2.812 1.580 2.812 99.00SOIL SLOCSM 8 69.0 1.0 LAYER 1 TOP = 74'SOIL P-Y 0.000 0.000 0.597 0.010 0.960 0.050 1.545 0.210 2.088 0.530SOIL P-Y 2.631 1.050 3.007 1.580 3.007 99.00SOIL SLOCSM 8 89.0 1.0 LAYER 1 TOP = 94'SOIL P-Y 0.000 0.000 0.657 0.010 1.056 0.050 1.699 0.210 2.296 0.530SOIL P-Y 2.893 1.050 3.306 1.580 3.306 99.00SOIL SLOCSM 8 115.0 1.0 LAYER 1 TOP = 120'SOIL P-Y 0.000 0.000 0.734 0.010 1.180 0.050 1.899 0.210 2.566 0.530SOIL P-Y 3.233 1.050 3.695 1.580 3.695 99.00*SOIL TZAXIAL HEAD 13 SL03DIA. 42" PILESOIL SLOCSM 8 0.0 0.001 LAYER 2 TOP = 5'(REFERENCE PILE DIASOIL T-Z 0.000 0.000 0.010 0.070 0.010 0.130 0.020 0.240 0.020 0.340SOIL T-Z 0.030 0.420 0.020 0.840 0.020 99.00SOIL SLOCSM 8 2.0 0.001 LAYER 3 TOP = 7'SOIL T-Z 0.000 0.000 0.160 0.070 0.270 0.130 0.400 0.240 0.480 0.340SOIL T-Z 0.530 0.420 0.480 0.840 0.480 99.00SOIL SLOCSM 8 25.0 0.001 LAYER 5 TOP = 30'SOIL T-Z 0.000 0.000 0.690 0.070 1.150 0.130 1.720 0.240 2.060 0.340SOIL T-Z 2.290 0.420 2.060 0.840 2.060 99.00SOIL SLOCSM 8 54.0 0.001 LAYER 6 TOP = 59'SOIL T-Z 0.000 0.000 1.350 0.070 2.250 0.130 3.380 0.240 4.060 0.340SOIL T-Z 4.510 0.420 4.060 0.840 4.060 99.00SOIL SLOCSM 8 56.0 0.001 LAYER 7 TOP = 61'SOIL T-Z 0.000 0.000 3.100 0.070 5.170 0.130 7.750 0.240 9.300 0.340SOIL T-Z 10.33 0.420 8.780 0.840 8.780 99.00SOIL SLOCSM 8 95.0 0.001 LAYER 8 TOP = 100'SOIL T-Z 0.000 0.000 3.740 0.070 6.240 0.130 9.360 0.240 11.23 0.340SOIL T-Z 12.48 0.420 10.61 0.840 10.61 99.00SOIL SLOCSM 8 125.0 0.001 LAYER 9 TOP = 130'SOIL T-Z 0.000 0.000 4.240 0.070 7.060 0.130 10.59 0.240 12.71 0.340SOIL T-Z 14.13 0.420 12.01 0.840 12.01 99.00SOIL SLOCSM 8 145.0 0.001 LAYER 10 TOP = 150'SOIL T-Z 0.000 0.000 4.570 0.070 7.610 0.130 11.42 0.240 13.70 0.340SOIL T-Z 15.23 0.420 12.94 0.840 12.94 99.00SOIL SLOCSM 8 175.0 0.001 LAYER 11 TOP = 180'SOIL T-Z 0.000 0.000 5.060 0.070 8.440 0.130 12.66 0.240 15.19 0.340SOIL T-Z 16.88 0.420 14.34 0.840 14.34 99.00SOIL SLOCSM 8 205.0 0.001 LAYER 12 TOP = 210'SOIL T-Z 0.000 0.000 5.910 0.070 9.840 0.130 14.77 0.240 17.72 0.340SOIL T-Z 19.64 0.420 16.73 0.840 16.73 99.00SOIL SLOCSM 9 245.0 0.001 LAYER 13 TOP = 250'

SOIL T-Z 0.000 0.000 7.030 0.070 11.72 0.130 17.58 0.240 21.09 0.340SOIL T-Z 23.44 0.420 19.92 0.840 22.31 9.30 22.31 99.00SOIL SLOCSM 8 285.0 0.001 LAYER 14 TOP = 290'SOIL T-Z 0.000 0.000 8.160 0.070 13.59 0.130 20.39 0.240 24.47 0.340SOIL T-Z 27.19 0.420 23.11 0.840 23.11 99.00SOIL SLOCSM 8 365.0 0.001 LAYER 15 TOP = 370'SOIL T-Z 0.000 0.000 8.160 0.070 13.59 0.130 20.39 0.240 24.47 0.340SOIL T-Z 27.19 0.420 23.11 0.840 23.11 99.00*SOIL BEARING HEAD 11 SL03 42"SOIL SLOC 7 0.000 0.7218 LAYER 0 TOP = 5'(REFERENCE PILE DISOIL T-Z 0.0 0.000 0.001 .080 0.002 0.550 0.004 1.760 0.004 3.070SOIL T-Z 0.005 4.200 0.005 99.00SOIL SLOC 7 195.0 0.7218 LAYER 1 TOP = 200'SOIL T-Z 0.0 0.000 0.058 .080 0.117 0.550 0.175 1.760 0.210 3.070SOIL T-Z 0.234 4.200 0.234 99.00SOIL SLOC 7 215.0 0.7218 LAYER 2 TOP = 220'SOIL T-Z 0.0 0.000 0.064 .080 0.129 0.550 0.193 1.760 0.231 3.070SOIL T-Z 0.257 4.200 0.257 99.00SOIL SLOC 7 225.0 0.7218 LAYER 3 TOP = 230'SOIL T-Z 0.0 0.000 0.067 .080 0.134 0.550 0.202 1.760 0.242 3.070SOIL T-Z 0.269 4.200 0.269 99.00SOIL SLOC 7 235.0 0.7218 LAYER 4 TOP = 240'SOIL T-Z 0.0 0.000 0.070 .080 0.140 0.550 0.210 1.760 0.252 3.070SOIL T-Z 0.281 4.200 0.281 99.00SOIL SLOC 7 245.0 0.7218 LAYER 5 TOP = 250'SOIL T-Z 0.0 0.000 0.073 .080 0.146 0.550 0.219 1.760 0.263 3.070SOIL T-Z 0.292 4.200 0.292 99.00SOIL SLOC 7 255.0 0.7218 LAYER 6 TOP = 260'SOIL T-Z 0.0 0.000 0.076 .080 0.152 0.550 0.228 1.760 0.274 3.070SOIL T-Z 0.304 4.200 0.304 99.00SOIL SLOC 7 265.0 0.7218 LAYER 7 TOP = 270'SOIL T-Z 0.0 0.000 0.079 .080 0.158 0.550 0.237 1.760 0.284 3.070SOIL T-Z 0.316 4.200 0.316 99.00SOIL SLOC 7 275.0 0.7218 LAYER 8 TOP = 280'SOIL T-Z 0.0 0.000 0.082 .080 0.164 0.550 0.245 1.760 0.295 3.070SOIL T-Z 0.327 4.200 0.327 99.00SOIL SLOC 7 285.0 0.7218 LAYER 9 TOP = 290'SOIL T-Z 0.0 0.000 0.085 .080 0.170 0.550 0.254 1.760 0.305 3.070SOIL T-Z 0.339 4.200 0.339 99.00SOIL SLOC 7 365.0 0.7218 LAYER 10 TOP = 370'SOIL T-Z 0.0 0.000 0.085 .080 0.170 0.550 0.254 1.760 0.305 3.070SOIL T-Z 0.339 4.200 0.339 99.00**SOIL TORSION HEAD 1379049. SL02 TORSION STIFF*************************************************************************** P VALUE OF P-Y CURVE(SOIL - SL03) IS REDUCE 50% FROM MUDLINE TO 45 FT ** BELOW MUDLINE DUE TO THE EFFECT OF SPUD CAN AT JACK-UP RIG ***************************************************************************SOIL LATERAL HEAD 11 42.0 SL03DIA. 42" PILESOIL SLOCSM 10 0.5 LAYER 1 TOP = 5'SOIL P-Y 0.000 0.000 0.007 0.050 0.011 0.210 0.018 0.840 0.024 2.100SOIL P-Y 0.030 4.200 0.035 6.300 0.020 16.80 0.000 31.50 0.000 99.00SOIL SLOCSM 10 5.0 0.5 LAYER 1 TOP = 10'SOIL P-Y 0.000 0.000 0.026 0.050 0.042 0.210 0.067 0.840 0.090 2.100SOIL P-Y 0.114 4.200 0.130 6.300 0.100 16.80 0.057 31.50 0.057 99.00SOIL SLOCSM 10 12.0 0.5 LAYER 1 TOP = 17'SOIL P-Y 0.000 0.000 0.055 0.050 0.089 0.210 0.142 0.840 0.193 2.100

SOIL P-Y 0.243 4.200 0.277 6.300 0.240 16.80 0.189 31.50 0.189 99.00SOIL SLOCSM 10 22.0 0.5 LAYER 1 TOP = 27'SOIL P-Y 0.000 0.000 0.102 0.050 0.165 0.210 0.265 0.840 0.358 2.100SOIL P-Y 0.452 4.200 0.516 6.300 0.490 16.80 0.454 31.50 0.454 99.00SOIL SLOCSM 8 30.0 0.5 LAYER 1 TOP = 35'SOIL P-Y 0.000 0.000 0.145 0.050 0.232 0.210 0.374 0.840 0.505 2.100SOIL P-Y 0.637 4.200 0.728 6.300 0.728 99.00SOIL SLOCSM 8 43.0 0.5 LAYER 1 TOP = 48'SOIL P-Y 0.000 0.000 0.198 0.050 0.319 0.210 0.513 0.840 0.693 2.100SOIL P-Y 0.873 4.200 0.998 6.300 0.998 99.00SOIL SLOCSM 8 54.0 0.5 LAYER 1 TOP = 59'SOIL P-Y 0.000 0.000 0.244 0.050 0.392 0.210 0.630 0.840 0.852 2.100SOIL P-Y 1.073 4.200 1.227 6.300 1.227 99.00SOIL SLOCSM 8 56.0 1.0 LAYER 1 TOP = 61'SOIL P-Y 0.000 0.000 0.559 0.010 0.898 0.050 1.445 0.210 1.953 0.530SOIL P-Y 2.461 1.050 2.812 1.580 2.812 99.00SOIL SLOCSM 8 69.0 1.0 LAYER 1 TOP = 74'SOIL P-Y 0.000 0.000 0.597 0.010 0.960 0.050 1.545 0.210 2.088 0.530SOIL P-Y 2.631 1.050 3.007 1.580 3.007 99.00SOIL SLOCSM 8 89.0 1.0 LAYER 1 TOP = 94'SOIL P-Y 0.000 0.000 0.657 0.010 1.056 0.050 1.699 0.210 2.296 0.530SOIL P-Y 2.893 1.050 3.306 1.580 3.306 99.00SOIL SLOCSM 8 115.0 1.0 LAYER 1 TOP = 120'SOIL P-Y 0.000 0.000 0.734 0.010 1.180 0.050 1.899 0.210 2.566 0.530SOIL P-Y 3.233 1.050 3.695 1.580 3.695 99.00END