Penentuan Panjang Pondasi Tiang Pancang

SSP ϕ 762-14

Parameter Value Unitsisi Pile Outer Diameter 76.2 cm isiisi Pile thickness 1.4 cm isi

Pile Inner Diameter 73.4 cmInertia Moment 73264.73 cm4

isi fc' 0 MPa isiModulus Elasticity 200000 N/cm2

isi Average N-SPT 10 - isi

kh 15Betha 0.011817221/betha 84.6222712 cm 0.84622271 m

isi Seabed depth (minus LWS) 3 m isiisi Seabed-->Average N-SPT 22.5 m isihasil Total fixity 26.3462227 m hasil

27 mDeck (above LWS) 4 m

Total pile length 31 m

SSP ϕ 812.8-14

Parameter Value Unitsisi Pile Outer Diameter 81.28 cm isiisi Pile thickness 1.4 cm isi

Pile Inner Diameter 78.48 cmInertia Moment 89224.8033 cm4

isi fc' 0 MPa isiModulus Elasticity 200000 N/cm2

isi Average N-SPT 10 - isi

kh 15Betha 0.011432071/betha 87.4732289 cm 0.87473229 m

isi Seabed depth (minus LWS) 3 m isiisi Seabed-->Average N-SPT 22.5 m isihasil Total fixity 26.3747323 m hasil



Pile length above LWS (model)


CSP ϕ 600-10 SSP ϕ 914.4-12

Parameter Value Units ParameterPile Outer Diameter 60 cm isi Pile Outer Diameter Pile thickness 10 cm isi Pile thicknessPile Inner Diameter 40 cm Pile Inner Diameter Inertia Moment 162500 cm4 Inertia Momentfc' 25 MPa isi fc'Modulus Elasticity 2350000 N/cm2 Modulus ElasticityAverage N-SPT 10 - isi Average N-SPT

kh 15 khBetha 0.0049268 Betha1/betha 202.971321 cm 2.02971321 m 1/betha

Seabed depth (minus LWS) 10 m isi Seabed depth (minus LWS)Seabed-->Average N-SPT 22.5 m isi Seabed-->Average N-SPTTotal fixity 34.5297132 m hasil Total fixity

35 mDeck (above LWS) 4 m Deck (above LWS)

Total pile length 39 m Total pile length

CSP ϕ 500-0.9

Parameter Value UnitsPile Outer Diameter 50 cmPile thickness 9 cmPile Inner Diameter 32 cmInertia Moment 81272.25 cm4fc' 25 MPaModulus Elasticity 2350000 N/cm2Average N-SPT 5 -

kh 7.5Betha 0.004706961/betha 212.451459 cm 2.12451459 m

Seabed depth (minus LWS) 10 mSeabed-->Average N-SPT 10 mTotal fixity 22.1245146 m






Rekapitulasi Tiang Pancang

Value Units Parameter SSP762-1491.44 cm isi Pile Outer Diameter 76.2

12 cm isi Pile thickness 1.467.44 cm Pile Inner Diameter 73.4

769143.673 cm4 Inertia Moment 73264.730 MPa isi fc' 0

200000 N/cm2 Modulus Elasticity 20000010 - isi Average N-SPT 10

15 kh 150.0068712 Betha 0.011817220045

145.535015 cm 1.45535015 m 1/betha 84.62227124187

3 m isi Seabed depth (minus LWS) 322.5 m isi Seabed-->Average N-SPT 22.5

26.9553502 m hasil Total fixity 26.34622271242

27 m 274 m Deck (above LWS) 4

31 m Total pile length 31


SSP812.8-14 SSP914.4-12 CSP500-90 CSP600-10081.28 91.44 50 60

1.4 12 9 1078.48 67.44 32 40

89224.8033376 769143.672576 81272.25 1625000 0 25 25

200000 200000 2350000 235000010 10 5 10

15 15 7.5 150.011432069128 0.006871198651 0.004706957562 0.00492680442387.47322893218 145.5350151883 212.4514586805 202.9713205875

3 3 10 1022.5 22.5 10 22.5

26.37473228932 26.95535015188 22.12451458681 34.52971320587

27 27 23 354 4 4 4

31 31 27 39

Main Jetty CraneSumbu x Sumbu y

No (SAP) Space (m) Coordinat(m) No (SAP) Space (m) Coordinat(m)1 0 1 02 1.45 1.45 2 2.05 2.053 3.25 4.7 3 8 10.054 3.25 7.95 4 2.05 12.15 4 11.956 4 15.957 4 19.958 4 23.959 4 27.9510 4 31.9511 4 35.9512 4 39.9513 4 43.9514 4 47.9515 3.25 51.216 3.25 54.4517 1.45 55.9

Acessory Jetty CraneSumbu x Sumbu y

No (SAP) Space (m) Coordinat(m) No (SAP) Space (m) Coordinat(m)1 0 1 02 1.5 1.5 2 1.5 1.53 4 5.5 3 8.5 104 4 9.5 4 8.5 18.55 4 13.5 5 1.5 206 4 17.57 4 21.58 4 25.59 4.75 30.2510 4.75 3511 4 3912 4 4313 4 4714 4 5115 4 5516 4 5917 4 6318 4 6719 4 7120 4 7521 4.75 79.7522 4.75 84.523 4 88.524 4 92.525 4 96.526 4 100.527 4 104.528 4 108.529 1.5 110

Main Jetty Crane edited -->jarak pile di bawah craneSumbu x Sumbu y

No (SAP) Space (m) Coordinat(m) No (SAP) Space (m) Coordinat(m)1 0 1 02 1.45 1.45 2 2.05 2.053 1.625 3.075 3 8 10.054 1.625 4.7 4 2.05 12.15 1.625 6.3256 1.625 7.957 4 11.958 4 15.959 4 19.9510 4 23.9511 4 27.9512 4 31.9513 4 35.9514 4 39.9515 4 43.9516 4 47.9517 1.625 49.57518 1.625 51.219 1.625 52.82520 1.625 54.4521 1.45 55.9

Mooring DolphinSumbu x Sumbu y

No (SAP) Space (m) Coordinat(m) No (SAP) Space (m) Coordinat(m)1 0 1 02 0.8 0.8 2 0.8 0.83 1.45 2.25 3 2.9 3.74 1.45 3.7 4 0.8 4.55 0.8 4.5

Breasting DolphinSumbu x Sumbu y

No (SAP) Space (m) Coordinat(m) No (SAP) Space (m) Coordinat(m)1 0 1 02 0.8 0.8 2 1.5 1.53 0.7 1.5 3 0.9 2.44 1 2.5 4 1.8 4.25 1 3.5 5 0.8 56 0.7 4.27 0.8 5

LL (ton/m2)Pile t kg/m508 9 111 0.00786738 Previous kg/m Now kg/m

558.8 9 122 0.00784807 812,8-14 52 14352 24 6624609.6 9 133 0.00783202 762-14 48 30 7740660.4 9 145 0.00787278 14364508 12 147 0.00786148

711.2 9 156 0.00785726558.8 12 162 0.00785878 600-100 36 7464 54 11196.6362762 9 167 0.00784385

609.6 12 177 0.00785654812.8 9 178 0.00783213863.6 9 190 0.00786318660.4 12 192 0.00785465914.4 9 201 0.00785169609.6 14 206 0.00786384711.2 12 207 0.00785304965.2 9 212 0.00784142762 12 222 0.00785164

660.4 14 223 0.00784378812.8 12 237 0.00785042711.2 14 241 0.00785926863.6 12 252 0.00784935762 14 258 0.00784224

914.4 12 267 0.0078484711.2 16 274 0.00784099812.8 14 276 0.00785585965.2 12 282 0.00784755863.6 14 293 0.00784107762 16 294 0.00784041

1016 12 297 0.00784678914.4 14 311 0.00785321812.8 16 314 0.0078399965.2 14 328 0.00784014863.6 16 334 0.007839451016 14 346 0.0078511914.4 16 354 0.00783905965.2 16 375 0.007859661016 16 395 0.007858281016 19 467 0.007847261016 22 539 0.00784567

ave 0.00784999

increase 0.08361204

increase 50

Mooring Force due to Current

No Parameter Initial Unit

1 Water density ρ water ton/m3 1.0002 Current drag coefficient C - 2.23 Perpendicular Length LPP m 954 Beam B m 20

5 Draft laden m 6

6 Transversal Area (Laden) m2 570

7 Longitudinal Area (Laden) m2 120

8 Current Velocity (longitudinal) m/s 1.3

9 Current Velocity (transversal) m/s 0.325

10 Transversal Current Force kN 66.227

11 Longitudinal Current Force kN 223.080

Mooring Force due to Wind


1 Air density ρ air ton/m3 0.00123

2 Air drag transversal coefficient - 1.2

3 Air drag longitudinal coefficient - 1.24 Perpendicular Length LPP m 955 Depth D m 7.6

6 Draft empty m 1.6

7 Transversal Area (Empty) m2 152

8 Longitudinal Area (Empty) m2 12.169 Current Velocity U m/s 40

10 Transversal Wind Force kN 179.482

11 Longitudinal Wind Force kN 14.359

Total Mooring Force due to Current and Wind


Due to current

1 Transversal Current Force kN 66.227

2 Longitudinal Current Force kN 223.080

Due to wind

3 Transversal Wind Force kN 179.482

4 Longitudinal Wind Force kN 14.359

Total Transversal Forces5 Total Transversal Force kN 245.708

Total Longitudinal Forces6 Total Longitudinal Force kN 237.439

Mooring Point Force7 Mooring Force Max (long) kN 237.439

8 Mooring Force Max (trans) kN 245.7089 Vertical Angle (rope) βv degree 4510 Horizontal Angle (rope) βh degree 25

11 Mooring Point (long) kN 370.502

Jetty 8000 DWT

DL

ACT

ACL

UL

UT

FCT

FCL

Jetty 8000 DWT

CDtrans

CDlong

DE

AWT

AWL

FWT

FWL

Jetty 8000 DWT

FCT

FCL

FWT

FWL

FT

FL

FLm.max

FTm.max

RLm

12 Mooring Point (trans) kN 383.406

Mooring Point Load


at Mooring Dolphin1 Total Transversal Mooring Point FL kN 383.4062 Tranversal Holder Number n nos 43 Transversal Mooring per bollard kN 95.852

4 Total Longitudinal Mooring Point FT kN 370.5025 Longitudinal Holder Number n nos 1

6 Longitudinal Mooring per bollard kN 370.502

RTm

Jetty 8000 DWT

Jetty uses mooring

Structure Limit State Condition SIDL LL

ULS Normal 1.05 1.15 1.20 1.40

Extreme A 1.05 1.15 1.20 1.20

Extreme B 1.05 1.15 1.20 1.20

Construction 1.05 1.15 1.20 1.20

SLS Normal 1.00 1.00 1.00 1.10

Extreme 1.00 1.00 1.00 1.00

Mooring Dolphin

ULS Normal 1.05 1.15 1.20 1.40

Extreme 1.05 1.15 1.20 1.20

Construction 1.05 1.15 1.20 1.20

SLS Normal 1.00 1.00 1.00 1.10

Extreme 1.00 1.00 1.00 1.00

ULS Normal 1.05 1.15 1.20 1.40

Extreme 1.05 1.15 1.20 1.20

Construction 1.05 1.15 1.20 1.20

SLS Normal 1.00 1.00 1.00 1.10

Extreme 1.00 1.00 1.00 1.00

Trestle

ULS Normal 1.05 1.15 1.20 1.40

Extreme 1.05 1.15 1.20 1.20

Construction 1.05 1.15 1.20 1.20

SLS Normal 1.00 1.00 1.00 1.10

Extreme 1.00 1.00 1.00 1.00

DLsteel DLconcrete

Main/ Accessory Jetty

Breasting Dolphin

Berthing Mooring Current Wind Earthquake

1.40 1.40 1.40 1.40 -

1.20 1.20 1.20 1.20 -

- - 1.20 1.20 1.00

- - 1.20 1.20 -

1.10 1.10 1.00 1.00 -

1.00 1.00 1.00 1.00 1.00

- 1.40 1.40 1.40 -

- 1.20 1.20 1.20 1.00

- - 1.20 1.20 -

- 1.10 1.00 1.00 -

- 1.00 1.00 1.00 1.00

1.40 1.40 1.40 1.40 -

- 1.20 1.20 1.20 1.00

- - 1.20 1.20 -

1.10 1.10 1.00 1.00 -

- 1.00 1.00 1.00 1.00

- - 1.40 1.40 -

- - 1.20 1.20 1.00

- - 1.20 1.20 -

- - 1.00 1.00 -

- - 1.00 1.00 1.00

Mooring Dolphin

Internal Force OutputCase CaseType F1 F2 F3 M1 M2

Text Text Text KN KN KN KN-m KN-mF1 max ULS_1 Combination 231.614 138.658 -1198.341 541.7843 -797.8573F1 min ULS_1 Combination -289.052 -196.666 1296.732 474.8622 -590.0724F2 max ULS_1 Combination 231.614 138.658 -1198.341 541.7843 -797.8573F2 min ULS_1 Combination -289.052 -196.666 1296.732 474.8622 -590.0724F3 max ULS_1 Combination -289.052 -196.666 1296.732 474.8622 -590.0724F3 min ULS_1 Combination 231.614 138.658 -1198.341 541.7843 -797.8573M1 max ULS_1 Combination -6.805 50.876 -484.019 559.9109 -723.0854M1 min ULS_3 Combination 10.935 -52.069 -161.491 211.6873 -232.6562M2 max ULS_3 Combination -56.848 -7.323 -98.627 274.0767 -139.2786M2 min ULS_1 Combination 231.614 138.658 -1198.341 541.7843 -797.8573M3 max ULS_1 Combination -161.022 40.652 646.649 441.6903 -520.0817M3 min ULS_1 Combination -91.981 -4.924 -183.105 377.1839 -618.4255

Breasting Dolphin

Internal Force OutputCase CaseType F1 F2 F3 M1 M2Text Text Text KN KN KN KN-m KN-m

F1 max ULS_1 Combination 288.291 68.395 1564.12 17.0425 -1185.669F1 min ULS_1 Combination -345.452 -126.404 -1469.147 53.6717 -1129.2224F2 max ULS_1 Combination 184.613 112.014 -1094.055 1177.0936 -668.1741F2 min ULS_1 Combination -241.774 -170.024 1189.028 1136.6641 -448.8132F3 max ULS_1 Combination 288.291 68.395 1564.12 17.0425 -1185.669F3 min ULS_1 Combination -345.452 -126.404 -1469.147 53.6717 -1129.2224M1 max ULS_1 Combination 184.613 112.014 -1094.055 1177.0936 -668.1741M1 min ULS_2a Combination -1.953 -61.23 108.816 -226.018 -470.6716M2 max ULS_3 Combination -66.678 -3.031 -186.938 341.411 -185.2488M2 min ULS_1 Combination 26.625 17.936 395.36 619.8798 -1255.1514M3 max ULS_1 Combination -226.634 -12.447 899.836 1103.8052 -991.7968M3 min ULS_1 Combination -40.885 -107.035 808.429 609.1456 -445.4603

Trestle-Pile F3


F1 max ULS_2b Combination 0.758 -2.855 290.054 15.6901 8.3229F1 min ULS_1 Combination -14.784 -11.752 -246.124 -14.2898 41.7927F2 max ULS_2b Combination -11.182 4.317 -330.402 101.2652 18.9775F2 min ULS_2b Combination -1.416 -16.916 378.746 121.1045 -2.8072F3 max ULS_1 Combination -2.702 -2.537 1032.915 17.6699 -15.2303F3 min ULS_1 Combination -11.997 -12.161 -984.571 -22.9162 17.9456M1 max ULS_2b Combination -1.416 -16.916 378.746 121.1045 -2.8072M1 min ULS_1 Combination -14.012 -13.457 -37.213 -29.1873 33.8589M2 max ULS_1 Combination -14.674 -12.72 -363.001 -24.2264 45.432M2 min ULS_2b Combination -5.007 -13.486 510.404 103.5543 -28.4319M3 max ULS_2b Combination -12.136 -10.615 -328.539 -18.6644 35.9775M3 min ULS_2b Combination -0.463 -1.984 376.883 11.2334 -5.1358

Accessories Jetty-Pile F3


F1 maxF1 minF2 max

F2 minF3 max SLS_1-1 Combination -16.475 -13.527 2386.694 203.6013 -251.7493F3 min SLS_1-1 Combination 3.403 0.454 -2271.954 175.9673 -219.2142M1 maxM1 minM2 maxM2 minM3 maxM3 min

Accessories Jetty-Pile Dobel F3


F1 maxF1 minF2 maxF2 minF3 max ULS_2b_a Combination -153.703 -16.608 1598.475 21.6464 -40.9872F3 min ULS_2b_a Combination 129.3 15.085 -1465.902 26.9509 -21.743M1 maxM1 minM2 maxM2 minM3 maxM3 min

Main Jetty-Pile 1


F1 maxF1 minF2 maxF2 minF3 max ULS_1-1 Combination -16.33 -6.316 1268.434 78.1375 -212.1242F3 min ULS_1-1 Combination -91.894 -47.337 -1185.592 -99.6357 158.0514M1 maxM1 minM2 maxM2 minM3 maxM3 min

Main Jetty-Pile 2


F1 maxF1 minF2 maxF2 minF3 max ULS_2b_b Combination -92.324 -221.93 1205.905 -17.1388 -141.4739F3 min ULS_2b_b Combination 42.318 218.807 -1121.394 47.3215 -17.1394M1 maxM1 minM2 maxM2 minM3 maxM3 min

Main Jetty-Pile 3


F1 maxF1 minF2 maxF2 minF3 max ULS_1-1 Combination -491.722 291.793 2325.15 58.4702 -129.426F3 min ULS_1-1 Combination 432.542 -295.49 -2239.834 10.199 -26.2731M1 maxM1 minM2 maxM2 minM3 maxM3 min

Main Jetty-Pile Hooper


F1 maxF1 minF2 maxF2 minF3 max ULS_1-1 Combination -13.097 32.879 1171.075 52.4903 -173.1227F3 min ULS_1-1 Combination -45.11 -36.515 -1080.751 38.5253 17.5231M1 maxM1 minM2 maxM2 minM3 maxM3 min

Main Jetty-Pile Crane


F1 maxF1 minF2 maxF2 minF3 max ULS_1-1 Combination -12.208 -4.673 966.164 72.263 -169.3094F3 min ULS_1-1 Combination -45.999 1.038 -875.887 56.959 41.4M1 maxM1 minM2 maxM2 minM3 maxM3 min

M3

KN-m0.4383

18.74140.4383

18.741418.74140.4383-12.2638.7956-8.8160.4383

286.8268

-287.0302

M3

KN-m184.7985-19.7089191.8913123.7088184.7985-19.7089191.8913132.1247-8.0999

184.2568337.4522

-245.9372

Trestle-Beam M1,2,3

M3 Internal Force OutputCase CaseType F1 F2 F3 M1

KN-m Text Text Text KN KN KN KN-m-7.0346 F1 max ULS_2b Combination 701.769 5.489 -99.553 29.71334.6511 F1 min ULS_2b Combination -701.769 -5.489 109.679 -114.81957.132 F2 max ULS_2b Combination 428.459 361.283 125.085 90.3188-7.132 F2 min ULS_2b Combination -428.459 -361.283 -118.038 8.4499-4.7221 F3 max ULS_1 Combination 1.021 10.15 191.473 87.0164.7221 F3 min ULS_1 Combination -1.021 -10.15 -172.356 81.905-7.132 M1 max ULS_1 Combination 0.423 -2.946 -27.077 221.79334.6459 M1 min ULS_1 Combination -0.266 2.412 -3.64 -208.45914.7513 M2 max ULS_1 Combination 27.664 1.185 167.693 -5.1557-7.1302 M2 min ULS_1 Combination -20.856 -0.749 168.669 -2.60577.1611 M3 max ULS_2b Combination -15.441 162.39 68.673 -49.9263

-7.1611 M3 min ULS_2b Combination -701.769 -5.489 109.679 -114.8195

Accessories Jetty-Beam M1,2,3

M3 Internal Force OutputCase CaseType F1 F2 F3 ./9K

KN-m Text Text Text KN KN KN KN-mF1 max ULS_1-1 Combination 23.825 -0.271 28.948 25.3389F1 min ULS_1-1 Combination -23.825 0.271 -13.532 -25.3389F2 max ULS_2b_b Combination 0.441 10.569 -416.664 -305.6957

F2 min ULS_2b_b Combination -0.441 -10.569 476.432 -601.0004-0.5366 F3 max ULS_1-1 Combination -2.179 -3.588 496.048 -481.22060.5366 F3 min ULS_1-1 Combination 0.293 -0.876 -461.175 252.6323

M1 max ULS_1-1 Combination 0.302 -0.985 -71.511 833.2616M1 min ULS_1-1 Combination 0.451 0.656 2.321 -836.1598M2 max ULS_1-1 Combination -11.165 -0.015 342.227 -69.7998M2 min ULS_1-1 Combination 1.762 -0.01 -98.206 35.5272M3 max ULS_2b_a Combination -4.641 -1.154 -45.891 -78.1177M3 min ULS_2b_a Combination 5.273 7.949 -402.672 -397.8946

Accessories Jetty-Beam Dobel M1,2,3


KN-m Text Text Text KN KN KN KN-mF1 maxF1 minF2 maxF2 min

1.749 F3 max2.3469 F3 min

M1 max ULS_1-1 Combination -34.154 -4.526 377.786 535.0822M1 min ULS_2b_b Combination -41.522 -13.222 386.995 -641.5548M2 max ULS_1-1 Combination 67.177 -0.252 270.578 -43.8792M2 min ULS_1-1 Combination -9.718 2.046 240.288 35.1724M3 max ULS_2b_a Combination -64.437 3.251 276.731 375.123M3 min ULS_2b_a Combination -64.925 -19.616 291.371 -425.9688

Main Jetty-Beam 1



7.8186 F3 max-7.8186 F3 min

M1 max ULS_1-1 Combination 1.364 -31.273 227.661 164.1098M1 min ULS_1-1 Combination -2.435 35.033 243.325 -210.0223M2 max ULS_1-3 Combination -50.382 -4.757 311.925 11.0183M2 min ULS_1-3 Combination -57.452 -7.596 312.457 8.9661M3 max ULS_1-1 Combination -216.677 11.639 315.961 9.9426M3 min ULS_1-4 Combination -9.556 29.344 241.01 -201.7465

Main Jetty-Beam 2



-24.0046 F3 max-3.9701 F3 min

M1 max ULS_1-1 Combination 1.364 -31.273 227.661 164.1098M1 min ULS_1-3 Combination -2.845 5.432 -16.514 -164.258M2 max ULS_1-4 Combination -188.918 -1.241 282.71 -12.6439M2 min ULS_1-1 Combination 73.673 -1.497 283.132 -15.2517M3 max ULS_2b_b Combination 16.092 -13.837 144.932 -6.3466M3 min ULS_2b_b Combination 58.274 -16.962 145.426 -7.1281

Main Jetty-Beam 3



39.6251 F3 max-5.1365 F3 min

M1 max ULS_1-1 Combination -25.363 11.666 248.237 224.3685M1 min ULS_1-4 Combination -9.072 28.31 -48.328 -223.3245M2 max ULS_1-3 Combination -50.382 -4.757 311.925 11.0183M2 min ULS_1-3 Combination -57.452 -7.596 312.457 8.9661M3 max ULS_1-1 Combination -30.813 10.381 233.99 169.8252M3 min ULS_1-4 Combination -21.409 1.257 108.281 -84.8841

Main Jetty-Beam Hooper



13.6445 F3 max-8.6252 F3 min

M1 max ULS_1-1 Combination 9.606 -8.972 250.706 205.0101M1 min ULS_1-1 Combination 9.216 37.945 168.908 -204.6814M2 max ULS_1-4 Combination -190.19 -1.111 282.718 -12.5627M2 min ULS_1-1 Combination 76.645 -1.693 283.324 -14.7284M3 max ULS_1-1 Combination 9.216 37.945 168.908 -204.6814M3 min ULS_1-4 Combination -233.458 4.547 231.231 6.0651

Main Jetty-Beam Crane



7.0326 F3 max-7.0326 F3 min

M1 max ULS_1-1 Combination -25 11.627 248.395 224.8046M1 min ULS_1-4 Combination -24.822 25.807 -22.365 -244.4613M2 max ULS_1-4 Combination -4.359 -8.779 437.497 -84.672M2 min ULS_1-1 Combination 71.1 -14.038 451.82 -93.1525M3 max ULS_1-1 Combination 114.538 -58.336 64.214 -26.0155M3 min ULS_1-4 Combination 99.725 -51.983 48.978 -20.9804

M2 M3

KN-m KN-m125.4515 -37.7048-172.5872 -534.95317.4775 -493.39537.2252 -17.3055-6.7704 -0.91986.7704 -0.02860.0602 0.22640.0991 0.0925

204.4979 -1.0402-214.4176 -0.7829-76.3934 68.1177

-172.5872 -534.953

M2 M3

KN-m KN-m366.2252 0.0148-387.4653 -0.2854-306.7702 -0.5069

306.7702 -0.3753335.0035 -2.0106-1.5115 -0.04053.0943 0.222-5.623 -0.2951

817.3264 0.0502-720.7584 -0.0246-418.3693 1.0938

-337.3142 -5.6778

M2 M3

KN-m KN-m

-37.0058 74.1443-43.7913 -90.1226571.7133 -0.9747-611.7347 1.0151

-7.493 140.2818

-10.2377 -140.891

M2 M3

KN-m KN-m

-6.7873 -0.0415-6.8473 -0.3844

506.6363 3.781-577.8137 -5.363-564.4689 10.4659

-8.9243 -6.501

M2 M3

KN-m KN-m

-6.7873 -0.04156.6365 1.7708

496.8805 -0.1822-499.559 0.1227123.4147 9.6937

-130.5915 -11.1265

M2 M3

KN-m KN-m

11.7565 18.15947.8163 2.3429

506.6363 3.781-577.8137 -5.363-16.2817 21.985

3.0641 -11.4038

M2 M3

KN-m KN-m

-43.6596 -7.2741-16.2779 11.7699496.7408 -0.3218-498.4457 -0.0726-16.2779 11.7699

253.3218 -12.6635

M2 M3

KN-m KN-m

11.799 17.7711124.1243 20.6557655.7349 -6.4615-645.4305 6.5198343.7837 46.8145

-253.8179 -56.8403

Mooring Dolphin

Internal Force OutputCase CaseType P V2 V3 TText Text Text KN KN KN KN-m

P max SLS_1 Combination 702.858 -16.873 8.829 0.1686P min SLS_1 Combination -1036.852 -38.627 3.197 -0.2807

V2 max SLS_1 Combination 632.057 57.714 -3.17 0.1686V2 min SLS_1 Combination -995.135 -48.098 3.197 -0.2807V3 max SLS_1 Combination -495.891 -15.901 40.397 -100.9032V3 min SLS_1 Combination 174.53 16.046 -40.424 101.0153T max SLS_1 Combination 174.53 16.046 -40.424 101.0153T min SLS_1 Combination -451.642 -14.221 -16.781 -100.9032

M2 max SLS_1 Combination 129.963 -15.595 -3.053 -58.9825M2 min SLS_1 Combination -375.987 5.217 3.053 58.9825M3 max SLS_1 Combination 702.858 -16.873 8.829 0.1686M3 min SLS_1 Combination -940.785 -1.923 -8.802 -0.2807

Breasting Dolphin


P max SLS_1 Combination 1152.833 -2.846 41.869 69.8762P min SLS_2 Combination -927.022 -23.895 57.316 -20.3659

V2 max SLS_1 Combination 1081.767 65.681 20.471 69.8762V2 min SLS_1 Combination -861.424 -53.319 43.001 33.7771V3 max SLS_1 Combination -736.128 -30.702 76.821 -47.4605V3 min SLS_1 Combination -558.63 -34.614 -30.044 162.7569T max SLS_1 Combination -558.63 -34.614 -30.044 162.7569T min SLS_1 Combination -691.721 -18.153 22.419 -47.4605

M2 max SLS_1 Combination -691.721 -18.153 22.419 -47.4605M2 min SLS_1 Combination -776.698 -23.012 76.821 -47.4605M3 max SLS_1 Combination 1152.833 -2.846 41.869 69.8762M3 min SLS_1 Combination -810.779 -7.863 21.603 33.7771

Trestle


P max SLS_1 Combination -32.265 10.05 -9.646 3.2653P min SLS_1 Combination -846.726 -1.917 1.607 3.3214

V2 max SLS_2b Combination -208.438 11.252 -8.063 6.3702V2 min SLS_2b Combination -412.459 -4.295 12.166 6.4553V3 max SLS_2b Combination -306.734 -1.108 15.096 6.4568V3 min SLS_2b Combination -34.657 10.638 -9.985 6.3814T max SLS_2b Combination -277.63 10.052 -8.802 6.4823T min SLS_1 Combination -32.265 10.05 -9.646 3.2653

M2 max SLS_2b Combination -285.715 9.391 4.597 6.4568M2 min SLS_2b Combination -327.753 -1.108 15.096 6.4568M3 max SLS_1 Combination -295.045 10.777 -9.137 3.3432M3 min SLS_2b Combination -391.44 6.204 1.667 6.4553

Accessories Jetty


P max SLS_2a-2 Combination 627.343 -20.985 -1.847 0.3955P min SLS_1-1 Combination -2110.989 -3.18 -0.76 0.2118

V2 max SLS_2b-1 Combination -566.312 20.143 11.524 0.3499V2 min SLS_1-4 Combination 58.945 -23.3 -0.044 0.4056V3 max SLS_2b-5 Combination -931.792 -0.787 13.748 0.3056V3 min SLS_2b-1 Combination 258.393 -22.523 -13.096 -0.0117T max SLS_1-3 Combination 209.351 -22.692 -0.249 0.5588T min SLS_2b-4 Combination -799.719 16.375 12.406 -0.3556

M2 max SLS_2b-3 Combination -817.052 19.548 12.479 0.3056M2 min SLS_2b-5 Combination -931.792 -0.787 13.748 0.3056M3 max SLS_2a-8 Combination -1326.394 -7.144 0.987 0.232M3 min SLS_2a-3 Combination 442.279 11.161 0.096 -0.0246

Main Jetty Ø762


P max SLS_2b Combination -344.839 32.201 -0.622 -4.5135P min SLS_1-1 Combination -968.231 4.034 9.623 -6.0481

V2 max SLS_1-4 Combination -675.653 33.391 -0.302 -1.0128V2 min SLS_2 Combination -697.06 -10.247 1.643 -4.738V3 max SLS_2 Combination -788.554 2.799 10.865 -4.2118V3 min SLS_2b Combination -747.425 0.072 -34.32 -3.1223T max SLS_1-4 Combination -629.062 33.273 -0.259 -0.994T min SLS_1-1 Combination -521.628 31.663 -2.772 -6.6041

M2 max SLS_2b Combination -430.546 33.212 2.328 -2.8688M2 min SLS_2 Combination -827.805 4.065 10.865 -4.2118M3 max SLS_2 Combination -697.06 -10.247 1.643 -4.738M3 min SLS_2b Combination -914.032 6.169 7.483 -3.1143

Main Jetty Ø812.8


P max SLS_2 Combination 1240.953 -34.86 -18.558 -3.0674P min SLS_1-1 Combination -1783.134 2.17 6.87 -7.8447

V2 max SLS_1-4 Combination -952.352 69.565 -37.183 -1.3338V2 min SLS_1-3 Combination 892.598 -40.788 1.33 -3.5388V3 max SLS_1-4 Combination -583.947 0.079 32.743 -1.0673V3 min SLS_1-2 Combination -944.731 68.036 -37.663 -5.1281T max SLS_1-4 Combination -1565.979 25.816 -1.769 0.241T min SLS_1-1 Combination -35.143 -20.385 -30.135 -7.9021

M2 max SLS_2 Combination -630.891 1.945 -9.757 -4.4767M2 min SLS_2 Combination -282.753 2.896 10.154 -5.1287M3 max SLS_2 Combination -979.467 -12.88 5.307 -4.2183M3 min SLS_2 Combination 1177.853 19.177 1.348 -3.0674

M2 M3KN-m KN-m

-1.0002 635.8716-47.9267 553.675247.6404 -655.93362.8945 -135.551

123.0815 -35.4612-123.2258 86.0446-123.2258 86.0446516.7121 -315.0106547.2939 363.6952-547.2939 -417.132

-1.0002 635.87161.5752 -733.5164

M2 M3KN-m KN-m

404.4198 812.2287-799.0817 365.7369

-333.77 -788.287132.2505 -144.4617

129.3666 -73.0345-128.3357 -83.4687-128.3357 -83.46871106.6622 -530.7651106.6622 -530.765-1082.5581 350.6605404.4198 812.2287618.3544 -817.0721

M2 M3KN-m KN-m

-21.2115 24.6388-11.5099 10.7881-7.6631 35.41610.0217 -8.4667.5771 -6.8141

-23.8163 29.1152-15.248 29.618

-21.2115 24.638892.1018 16.302

-108.5872 1.7094-17.8204 35.470261.998 -9.8778

M2 M3KN-m KN-m

-15.8867 -33.326115.8096 42.4386

196.3971 87.62212.4854 -72.7038

-204.9679 11.4092-188.2126 -59.9041

8.5336 -60.0167214.7347 10.4011215.7172 75.3256-204.9679 11.4092

-12.69 90.9742-2.0146 -103.8859

M2 M3KN-m KN-m

20.0049 14.2215-127.0316 -42.786224.9098 38.0759-24.9026 139.18825.137 3.7894

-57.4312 43.559625.6178 35.9806-12.6936 5.809665.0859 35.2026

-143.3625 -49.4324-24.9026 139.188

-105.3251 -77.2786

M2 M3KN-m KN-m

-59.6623 -23.8591-92.3816 47.6797-80.8909 132.1021-2.9374 -79.65425.3384 6.3118-88.1787 102.7856-4.7937 2.0337-1.7518 -71.8198132.843 3.2998

-136.8132 -26.3945-67.7509 166.3638-15.5847 -194.1135

Trestle 400x700 (BT1,1-a,3,4,5)


P max ULS_2a Combination 12.351 40.392 -0.054 18.2111P min ULS_2b Combination -11.136 -0.332 -0.559 -20.9169

V2 max ULS_1 Combination -4.445 196.185 0.083 -6.9877V2 min ULS_1 Combination 2.415 -160.583 0.186 9.7581V3 max ULS_2a Combination -0.403 -89.845 7.954 -9.5121V3 min ULS_2a Combination -1.497 119.293 -6.889 -2.2469T max ULS_2b Combination -6.629 -92.156 -1.447 42.2754T min ULS_1 Combination -4.506 -84.724 0.058 -38.1728

M2 max ULS_1 Combination -2.08 -88.865 6.02 -3.1067M2 min ULS_1 Combination -0.696 126.231 1.309 -1.0761M3 max ULS_1 Combination -0.228 24.455 0.372 -1.4432M3 min ULS_2a Combination -7.09 184.122 -0.09 -6.7102

Trestle 400x600 (BT2)


P max ULS_1 Combination 0.174 -12.134 0.325 1.3578P min ULS_2b Combination -0.554 -21.864 -0.049 1.9924

V2 max ULS_1 Combination 0.037 40.963 0.215 2.0505V2 min ULS_1 Combination -0.197 -34.724 -0.334 -2.0158V3 max ULS_2b Combination 0.017 -13.942 0.39 1.8422V3 min ULS_2a Combination -0.094 -32.164 -0.462 1.1828T max ULS_2b Combination -0.052 14.466 0.318 3.9444T min ULS_2a Combination -0.321 -32.609 -0.426 -9.3578

M2 max ULS_2b Combination 0.017 -13.942 0.39 1.8422M2 min ULS_2a Combination -0.094 -32.164 -0.462 1.1828M3 max ULS_1 Combination -0.139 -13.189 0.067 0.1631M3 min ULS_2b Combination -0.249 -34.201 -0.319 -9.0199

Accessories Jetty 500x700 (BA1,1-a,2,3,5,7,8)


P max ULS_2b_a Combination 21.964 -263.193 -0.139 91.8077P min ULS_1-1 Combination -23.825 -28.948 -0.271 -25.3389

V2 max ULS_1-1 Combination -3.588 496.048 -2.179 335.0035V2 min ULS_1-1 Combination -2.615 -412.599 -0.613 24.3403V3 max ULS_2b_b Combination -15.657 303.703 1.24 -59.4789V3 min ULS_2b_a Combination -7.949 402.672 -5.273 337.3142T max ULS_2b_a Combination -7.949 402.672 -5.273 337.3142T min ULS_1-1 Combination 0.906 410.57 -1.555 -257.6966

M2 max ULS_2b_a Combination -7.949 462.44 -5.273 337.3142M2 min ULS_2b_a Combination -7.949 402.672 -5.273 337.3142M3 max ULS_1-1 Combination -0.656 -2.321 -0.451 5.623M3 min ULS_1-1 Combination -11.165 342.227 0.015 -69.7998

Accessories Jetty 400x600 (BA4,6)


P max ULS_2b_a Combination 4.025 -33.073 0.012 -0.5103P min ULS_2b_b Combination -3.481 -156.817 0.379 -22.4102

V2 max ULS_1-1 Combination 0.692 365.41 -0.000231 2.724

V2 min ULS_1-1 Combination -0.4 -388.563 -0.00192 -2.8359V3 max ULS_1-1 Combination -0.283 131.046 1.113 42.5009V3 min ULS_2b_a Combination -2.211 -159.569 -1.874 -32.5984T max ULS_1-1 Combination -0.283 131.046 1.113 42.5009T min ULS_1-1 Combination -1.175 -151.447 -0.08 -44.8231

M2 max ULS_2b_a Combination -2.211 -139.78 -1.874 -32.5984M2 min ULS_2b_a Combination -2.211 -159.569 -1.874 -32.5984M3 max ULS_1-1 Combination -0.4 15.18 -0.00192 -2.8359M3 min ULS_1-1 Combination -0.201 351.671 -0.001821 2.7587

Main Jetty 500x700 (BT1,5)

M2 M3 Internal Force OutputCase CaseType PKN-m KN-m Text Text Text KN0.0704 177.3681 P max ULS_1-1 Combination 218.111-0.4603 65.9074 P min ULS_1-4 Combination -297.01-0.1548 -269.9314 V2 max ULS_1-3 Combination -48.2770.236 -133.4411 V2 min ULS_1-2 Combination 133.0920.7114 8.353 V3 max ULS_1-1 Combination 83.6590.1509 -27.799 V3 min ULS_2b_b Combination -16.8350.339 14.3729 T max ULS_1-1 Combination -116.7940.1391 -71.9694 T min ULS_1-4 Combination -217.0540.9681 1.7513 M2 max ULS_1-1 Combination 218.111-0.93 -18.4584 M2 min ULS_2b_b Combination -59.138

0.1689 225.9109 M3 max ULS_1-4 Combination 1.723

0.0467 -271.0211 M3 min ULS_1-3 Combination 58.95

Main Jetty 500x700 (BT2,3,4)

M2 M3 Internal Force OutputCase CaseType PKN-m KN-m Text Text Text KN0.1695 101.9289 P max ULS_2b_b Combination 159.3690.0178 84.4681 P min ULS_1-2 Combination -60.981-0.1133 22.5223 V2 max ULS_1-4 Combination -18.396-0.1829 3.8739 V2 min ULS_1-1 Combination 31.3630.1966 93.7908 V3 max ULS_1-1 Combination -11.048-0.2488 -1.1733 V3 min ULS_1-4 Combination 12.1390.1082 47.7828 T max ULS_1-4 Combination -14.139-0.2304 -5.942 T min ULS_1-1 Combination -25.2810.1966 93.7908 M2 max ULS_1-4 Combination -18.396-0.2488 -1.1733 M2 min ULS_1-1 Combination -11.0480.0104 118.9747 M3 max ULS_1-4 Combination -28.628

-0.1642 -11.9666 M3 min ULS_1-1 Combination -11.627

M2 M3KN-m KN-m

-0.0998 -338.47960.0148 366.22522.0106 -481.2206-0.513 -524.32650.3558 -269.7644-5.6778 397.8946-5.6778 397.8946-1.6393 439.74724.8687 -480.8174-5.6778 397.8946-0.2951 836.1598

-0.0502 -817.3264

M2 M3KN-m KN-m0.0455 361.68060.2677 -334.53180.0025 -413.0309

-0.0242 -505.08470.2669 19.6365-1.2431 -175.43090.2669 19.6365-0.1071 -78.70290.5271 -32.6396-1.2431 -175.4309-0.0156 530.8033

0.015 -584.4739

V2 V3 T M2 M3KN KN KN-m KN-m KN-m

-316.169 11.351 -10.1206 10.1577 -565.7116253.449 -3.157 9.4475 -0.3491 -134.3141312.339 4.396 11.4691 -3.4352 -508.4162-316.948 -2.028 -9.8709 -0.1942 -568.6647-202.85 26.454 -11.9261 3.3647 -171.6794-116.184 -35.438 -6.8981 1.2564 -8.766372.775 -1.4 26.593 0.0323 180.0187-97.484 0.069 -26.1292 0.9089 94.2151-316.169 11.351 -10.1206 10.1577 -565.7116-148.679 -18.434 7.3679 -12.3053 -135.906342.879 -1.86 11.4622 -1.0226 276.6931

-312.83 -7.754 -9.4042 -5.5401 -579.885

V2 V3 T M2 M3KN KN KN-m KN-m KN-m

108.655 0.263 -6.8538 -0.1917 70.9131220.381 -5.253 -8.3559 -2.531 35.4471249.487 27.464 14.3021 -18.1624 -214.8841-227.903 -1.638 6.7502 -0.3147 -165.1123212.741 30.554 15.503 8.8822 47.2539-106.614 -22.428 -3.6954 -11.3301 -85.4867-143.772 1.32 20.1252 1.731 -82.4109-141.86 -0.701 -26.437 -1.006 -81.3353226.038 27.464 14.3021 9.302 22.8785236.189 30.554 15.503 -21.6717 -177.2113-47.261 9.176 -7.9858 -2.3726 224.8766

248.395 25 -11.799 -17.7711 -224.8046

Breasting Dolphin Main Jetty

Frame UC Frame UC18 0.954 PILE 0.974

21 0.889 PILE CRANE 0.69616 0.68317 0.65420 0.511

19 0.298

Mooring Dolphin

Frame UC7 0.8886 0.5364 0.5252 0.4693 0.405

5 0.359

PILECAP

No Structure Diameter (mm)

Reinforcement

x y

Pilecap1 Trestle 22 12 114 12

2 Main Jetty 29 80 100 55

25 9 119 9

25 9 119 9

25 16 124 10

25 20 124 20

3 Accessories Jetty 25 13 138 13

25 19 125 11

4 Mooring Dolphin 25 29 156 29

5 Breasting Dolphin 25 39 128 39

BEAMS

No Structure

Internal Force Internal Force

Safety Factor (SF) Torsion Capacity

Beam

1 Trestle1.19 42.2754 -38.1728 18.403

4.77 3.9444 -9.3578 15.774

2 Accessories Jetty0.59 337.3142 -257.6966 28.755

0.50 42.5009 -44.8231 15.774

3 Main Jetty 0.92 26.593 -26.1292 28.755

average space x

Torsion (max) kN.m

Torsion (min) kN.m

0.78 20.1252 -26.437 28.755

PLATES

No Structure

Moment Capacity Compression

Ml (kN.m/m) restraint span

Slab1 Trestle 245.95 7.53 Ø22-125 Ø22-125

2 Accessories Jetty 245.95 3.00 Ø22-125 Ø22-125

3 Main Jetty 245.95 5.30 Ø22-125 Ø22-125

SFl

Reinforcement Slab Calculation Trestle

a (mm) t (mm)2.16

4.704114 1392.979 743 2.544

100 0 576.49 Accessories2.904

119 0 660.82 9.3312

1622.87 710.8 6.4272119 0 642.48 239.1

1693.66 734.66 245.5272117 0 699

3296.85 709.85124 0 1091.6

3679.99 1092.99138 1191.300 1941.27

105 932.5

156 0 745.7

128 0 810.8

Internal Force Flexural Bar Longitudinal Bar

Torsion Effect Mid (Precast)

TORSION 253 5 -

13 #REF!#REF!

NO TORSION 25 2 4 - 13 #REF!

#REF!

TORSION 255 11 -

13 #REF!#REF!

TORSION 25 6 14 - 13 #REF!#REF!

NO TORSION 25 5 11 - 13 #REF!0

average space y

Flexural Bar Diameter (mm)

Longitudinal Bar Diameter (mm)Compression

(Above)Tension (Beneath)

Space Longitudinal

Bar SAP

NO TORSION25

2 5 -13 #REF!

0

restraint span

Ø22-125 Ø22-125

Ø22-125 Ø22-125

Ø22-125 Ø22-125

Tension Reinforcement (Beneath)

ukuran pilecap model

LAUTton

ARAH Xukuran pilecap model

AR

AH

Y

DOLPHIN(S)ton

2431.02636286

238.6

Longitudinal Bar

Statement for Crossbar Manual

200 NEED CROSS-BAR @restraint 312 OK250 NEED CROSS-BAR @mid

200 MIN CROSS-BAR @restraint 262 OK

250 NEED CROSS-BAR @mid



200 NEED CROSS-BAR @restraint 312.5 OK250 NEED CROSS-BAR @mid

Space Longitudinal

Bar (site)

Ps :- undrained soil--> undrained cohesion of the soil = shear strength- data tanah BH1

Depth

Qs (tonf)

SILT

1 4 30 23 1 232 4 30 23 1 233 6 30 12.5 1 12.54 7 30 12.5 1 12.5

SILTY CLAY

5 9 30 12.5 1 12.56 9 30 12.5 1 12.57 8 30 12.5 1 12.58 8 30 12.5 0.7 8.759 27 43 120 0.5 6010 27 43 120 0.5 6011 66 50 260 0.5 130

SANDY SILT 12 66 - - - 6613 78 - - - 7814 78 - - - 78

SANDY CLAY

15 100 - - - 100

16 100 - - - 100

17 100 - - - 100

Ps :

- undrained soil--> undrained cohesion of the soil = shear strength

- data tanah BH2

DepthQs (tonf)

CLAYEY SILT

1 25 30 23 1 23

2 25 30 23 1 23

3 7 30 12.5 1 12.5

4 7 30 12.5 1 12.5

5 6 30 12.5 1 12.5

6 6 30 12.5 1 12.5

7 6 30 12.5 1 12.5

8 6 30 12.5 0.7 8.75

9 6 43 120 0.5 60

SAND10 8 - - - 811 11 - - - 1112 11 - - - 11

SANDY CLAY

13 55 - - - 5514 55 - - - 5515 70 - - - 70

Rock/ Soil Description

Blows/ foot

Internal Friction Angle

(Meyerhoff)

Shear Strength (kN/m2)

Adhesion Factor

fs (kN/m2)


Blows/ foot


(Meyerhoff)


Adhesion Factor fs

(kN/m2)

SANDY CLAY

16 70 - - - 7017 100 - - - 100

OPSI 8BH 2pa 100 kN/m2

Depth Blows/ foot

Qs (kN)

fs

(kN/m2)

CLAYEY SILT

1 25 30 23 1 232 25 30 23 1 233 7 30 12.5 1 12.54 7 30 12.5 1 12.55 6 30 12.5 1 12.56 6 30 12.5 1 12.57 6 30 12.5 1 12.58 6 30 12.5 0.7 8.759 6 43 120 0.5 60

SAND10 8 36 - - 811 11 37 - - 1112 11 37 - - 11

SANDY CLAY

13 55 51 - - 5514 55 51 - - 5515 70 55 - - 7016 70 55 - - 7017 100 55 - - 100

bh2

Depth Blows/ footQs (kN)

fs (kN/m2)

SILT

1 4 30 23 1 232 4 30 23 1 233 6 30 12.5 1 12.54 7 30 12.5 1 12.5

SILTY CLAY

5 9 30 12.5 1 12.56 9 30 12.5 1 12.57 8 30 12.5 1 12.58 8 30 12.5 0.7 8.759 27 43 120 0.5 6010 27 43 120 0.5 6011 66 50 260 0.5 130

SANDY SILT 12 66 55 - - 6613 78 55 - - 7814 78 55 - - 78

SANDY CLAY15 100 55 - - 10016 100 55 - - 10017 100 55 - - 100

OPSi 1 BH2



(Meyerhoff)


Adhesion Factor



(Meyerhoff)


Adhesion Factor


fs (kN/m2)

CLAYEY SILT

1 25 30 23 1 232 25 30 23 1 233 7 30 12.5 1 12.54 7 30 12.5 1 12.55 6 30 12.5 1 12.56 6 30 12.5 1 12.57 6 30 12.5 1 12.58 6 30 12.5 0.7 8.759 6 43 120 0.5 60

SAND10 8 36 - - 811 11 37 - - 1112 11 37 - - 11

SANDY CLAY

13 55 51 - - 5514 55 51 - - 5515 70 55 - - 7016 70 55 - - 7017 100 55 - - 100


fs (kN/m2)

SILT

1 4 30 23 1 232 4 30 23 1 233 6 30 12.5 1 12.54 7 30 12.5 1 12.5

SILTY CLAY

5 9 30 12.5 1 12.56 9 30 12.5 1 12.57 8 30 12.5 1 12.58 8 30 12.5 0.7 8.759 27 43 120 0.5 6010 27 43 120 0.5 6011 66 50 260 0.5 130

SANDY SILT 12 66 55 - - 6613 78 55 - - 7814 78 55 - - 78

SANDY CLAY15 100 55 - - 10016 100 55 - - 10017 100 55 - - 100

opsi 2 BH2


fs (kN/m2)

CLAYEY SILT

1 25 30 23 1 232 25 30 23 1 233 7 30 12.5 1 12.54 7 30 12.5 1 12.55 6 30 12.5 1 12.56 6 30 12.5 1 12.57 6 30 12.5 1 12.58 6 30 12.5 0.7 8.759 6 43 120 0.5 60

SAND10 8 36 - - 811 11 37 - - 1112 11 37 - - 11

SANDY CLAY

13 55 51 - - 55



(Meyerhoff)


Adhesion Factor



(Meyerhoff)


Adhesion Factor



(Meyerhoff)


Adhesion Factor

SANDY CLAY14 55 51 - - 5515 70 55 - - 7016 70 55 - - 7017 100 55 - - 100


fs (kN/m2)

SILT

1 4 30 23 1 232 4 30 23 1 233 6 30 12.5 1 12.54 7 30 12.5 1 12.5

SILTY CLAY

5 9 30 12.5 1 12.56 9 30 12.5 1 12.57 8 30 12.5 1 12.58 8 30 12.5 0.7 8.759 27 43 120 0.5 6010 27 43 120 0.5 6011 66 50 260 0.5 130

SANDY SILT 12 66 55 - - 6613 78 55 - - 7814 78 55 - - 78

SANDY CLAY15 100 55 - - 10016 100 55 - - 10017 100 55 - - 100

opsi 4 BH2


fs (kN/m2)

CLAYEY SILT

1 25 30 23 1 232 25 30 23 1 233 7 30 12.5 1 12.54 7 30 12.5 1 12.55 6 30 12.5 1 12.56 6 30 12.5 1 12.57 6 30 12.5 1 12.58 6 30 12.5 0.7 8.759 6 43 120 0.5 60

SAND10 8 36 - - 811 11 37 - - 1112 11 37 - - 11

SANDY CLAY

13 55 51 - - 5514 55 51 - - 5515 70 55 - - 7016 70 55 - - 7017 100 55 - - 100


fs (kN/m2)

SILT

1 4 30 23 1 232 4 30 23 1 233 6 30 12.5 1 12.54 7 30 12.5 1 12.5

SILTY CLAY

5 9 30 12.5 1 12.5



(Meyerhoff)


Adhesion Factor



(Meyerhoff)


Adhesion Factor



(Meyerhoff)


Adhesion Factor

SILTY CLAY

6 9 30 12.5 1 12.57 8 30 12.5 1 12.58 8 30 12.5 0.7 8.759 27 43 120 0.5 6010 27 43 120 0.5 6011 66 50 260 0.5 130

SANDY SILT 12 66 55 - - 6613 78 55 - - 7814 78 55 - - 78

SANDY CLAY15 100 55 - - 10016 100 55 - - 10017 100 55 - - 100


fs (kN/m2)

Organic Clay

2 2 28 20 1 204 2 28 20 1 206 2 28 20 1 208 2 28 20 1 2010 2 28 20 1 2012 2 28 20 1 2014 2 28 20 1 20

Clay16 2 28 20 1 2018 4 32 30 0.85 25.5

Silty Clay

20 2 28 20 1 2022 8 36 60 0.6 3624 13 37 75 0.5 1326 17 39 120 0.5 1728 24 43 140 0.5 2430 33 44 200 0.5 33

Gravel32 48 49 300 0.5 4834 52 50 320 0.5 5236 60 52 330 0.5 60

Rock38 60 52 330 0.5 6040 60 52 330 0.5 60



(Meyerhoff)


Adhesion Factor

Qs (tonf) Qp (tonf)

600 600 600 600 600 600 600 600100 100 100 100 100 100 100 100

4.33539786 4.33539786 4.335397862 4.33539786 4.33539786 - 3.2515484 3.2515484 3.25154848.67079572 8.67079572 8.6707957239 8.67079572 8.67079572 - 3.2515484 3.2515484 3.251548411.0269902 11.0269902 11.026990214 11.0269902 11.0269902 - 1.76714587 1.76714587 1.7671458713.3831847 13.3831847 13.383184704 13.3831847 13.3831847 - 1.76714587 1.76714587 1.7671458715.7393792 15.7393792 15.739379194 15.7393792 15.7393792 - 1.76714587 1.76714587 1.7671458718.0955737 18.0955737 18.095573685 18.0955737 18.0955737 - 1.76714587 1.76714587 1.7671458720.4517682 20.4517682 20.451768175 20.4517682 20.4517682 - 1.76714587 1.76714587 1.7671458722.1011043 22.1011043 22.101104318 22.1011043 22.1011043 - 1.76714587 1.76714587 1.7671458733.4108379 33.4108379 33.410837871 33.4108379 33.4108379 - 16.9646003 16.9646003 16.964600344.7205714 44.7205714 44.720571424 44.7205714 44.7205714 - 16.9646003 16.9646003 16.964600369.2249941 69.2249941 69.224994122 69.2249941 69.2249941 - 36.756634 36.756634 36.756634

81.665701 81.665701 81.66570103 81.665701 81.665701 440 69.1150384 69.1150384 69.115038496.3683546 96.3683546 96.368354649 96.3683546 96.3683546 520 81.681409 81.681409 81.681409111.071008 111.071008 111.07100827 111.071008 111.071008 520 81.681409 81.681409 81.681409129.920564 129.920564 129.92056419 129.920564 129.920564 666.6666667 104.719755 104.719755 104.719755

148.77012 148.77012 148.77012011 148.77012 148.77012 666.6666667 104.719755 104.719755 104.719755

167.619676 167.619676 167.61967603 167.619676 167.619676 666.6666667 104.719755 104.719755 104.719755

OPSI 1 OPSI 2 OPSI 4 OPSI 5 OPSI 7 & 8 OPSI 1 OPSI 2 OPSI 4

Qs (tonf) Qp (tonf)600 600 600 600 600 600 600 600100 100 100 100 100 100 100 100

4.33539786 4.33539786 4.335397862 4.33539786 4.33539786 - 3.2515484 3.2515484 3.2515484

8.67079572 8.67079572 8.6707957239 8.67079572 8.67079572 - 3.2515484 3.2515484 3.2515484

11.0269902 11.0269902 11.026990214 11.0269902 11.0269902 - 1.76714587 1.76714587 1.76714587

13.3831847 13.3831847 13.383184704 13.3831847 13.3831847 - 1.76714587 1.76714587 1.76714587

15.7393792 15.7393792 15.739379194 15.7393792 15.7393792 - 1.76714587 1.76714587 1.76714587

18.0955737 18.0955737 18.095573685 18.0955737 18.0955737 - 1.76714587 1.76714587 1.76714587

20.4517682 20.4517682 20.451768175 20.4517682 20.4517682 - 1.76714587 1.76714587 1.76714587

22.1011043 22.1011043 22.101104318 22.1011043 22.1011043 - 1.76714587 1.76714587 1.76714587

33.4108379 33.4108379 33.410837871 33.4108379 33.4108379 - 16.9646003 16.9646003 16.9646003

34.9188023 34.9188023 34.918802345 34.9188023 34.9188023 53.33333333 8.37758041 8.37758041 8.3775804136.9922535 36.9922535 36.992253496 36.9922535 36.9922535 73.33333333 11.5191731 11.5191731 11.519173139.0657046 39.0657046 39.065704647 39.0657046 39.0657046 73.33333333 11.5191731 11.5191731 11.5191731

49.4329604 49.4329604 49.432960404 49.4329604 49.4329604 366.6666667 57.5958653 57.5958653 57.595865359.8002162 59.8002162 59.800216161 59.8002162 59.8002162 366.6666667 57.5958653 57.5958653 57.595865372.9949053 72.9949053 72.994905306 72.9949053 72.9949053 466.6666667 73.3038286 73.3038286 73.3038286

qp (tonf/m2)

qp (tonf/m2)

86.1895945 86.1895945 86.189594451 86.1895945 86.1895945 466.6666667 73.3038286 73.3038286 73.3038286105.03915 105.03915 105.03915037 105.03915 105.03915 666.6666667 104.719755 104.719755 104.719755

OPSI 1 OPSI 2 OPSI 4 OPSI 5 OPSI 7 & 8 OPSI 1 OPSI 2 OPSI 4

Qs (kN) Qp (kN)

Qtot (kN)

SF

600 N*q qp (kN/m2) 600 4,218

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.03

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.04157.39 60.00 - 17.67 175.07 0.04180.96 60.00 - 17.67 198.63 0.05204.52 60.00 - 17.67 222.19 0.05221.01 60.00 - 17.67 238.68 0.06334.11 400.00 - 169.65 503.75 0.12349.19 150.00 5449.00 855.93 1205.11 0.29369.92 150.00 5651.00 887.66 1257.58 0.30390.66 150.00 5651.00 887.66 1278.31 0.30494.33 1000.00 61744.00 9698.72 10193.05 2.42598.00 1000.00 61744.00 9698.72 10296.73 2.44729.95 1000.00 71407.00 11216.59 11946.53 2.83861.90 1000.00 71407.00 11216.59 12078.48 2.86

1050.39 1000.00 71407.00 11216.59 12266.98 2.91

Qs (kN) Qp (kN)Qtot (kN)

SF600

N*q qp (kN/m2)600 4,218

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.03

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.04157.39 60.00 - 17.67 175.07 0.04180.96 60.00 - 17.67 198.63 0.05204.52 60.00 - 17.67 222.19 0.05221.01 60.00 - 17.67 238.68 0.06334.11 400.00 - 169.65 503.75 0.12447.21 400.00 - 169.65 616.85 0.15692.25 1000.00 - 367.57 1059.82 0.25816.66 1000.00 71407.00 11216.59 12033.24 2.85963.68 1000.00 71407.00 11216.59 12180.27 2.89

1110.71 1000.00 71407.00 11216.59 12327.30 2.921299.21 1000.00 71407.00 11216.59 12515.79 2.971487.70 1000.00 71407.00 11216.59 12704.29 3.011676.20 1000.00 71407.00 11216.59 12892.78 3.06


SF600

N*q qp (kN/m2)600 3,845

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.03

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.04157.39 60.00 - 17.67 175.07 0.05180.96 60.00 - 17.67 198.63 0.05204.52 60.00 - 17.67 222.19 0.06221.01 60.00 - 17.67 238.68 0.06334.11 400.00 - 169.65 503.75 0.13349.19 150.00 5449.00 855.93 1205.11 0.31369.92 150.00 5651.00 887.66 1257.58 0.33390.66 150.00 5651.00 887.66 1278.31 0.33494.33 1000.00 61744.00 9698.72 10193.05 2.65598.00 1000.00 61744.00 9698.72 10296.73 2.68729.95 1000.00 71407.00 11216.59 11946.53 3.11861.90 1000.00 71407.00 11216.59 12078.48 3.14

1050.39 1000.00 71407.00 11216.59 12266.98 3.19


SF600

N*q qp (kN/m2)600 3,845

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.03

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.04157.39 60.00 - 17.67 175.07 0.05180.96 60.00 - 17.67 198.63 0.05204.52 60.00 - 17.67 222.19 0.06221.01 60.00 - 17.67 238.68 0.06334.11 400.00 - 169.65 503.75 0.13447.21 400.00 - 169.65 616.85 0.16692.25 1000.00 - 367.57 1059.82 0.28816.66 1000.00 71407.00 11216.59 12033.24 3.13963.68 1000.00 71407.00 11216.59 12180.27 3.17

1110.71 1000.00 71407.00 11216.59 12327.30 3.211299.21 1000.00 71407.00 11216.59 12515.79 3.261487.70 1000.00 71407.00 11216.59 12704.29 3.301676.20 1000.00 71407.00 11216.59 12892.78 3.35


SF600

N*q qp (kN/m2)600 1,005

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0886.71 60.00 - 32.52 119.22 0.12

110.27 60.00 - 17.67 127.94 0.13133.83 60.00 - 17.67 151.50 0.15157.39 60.00 - 17.67 175.07 0.17180.96 60.00 - 17.67 198.63 0.20204.52 60.00 - 17.67 222.19 0.22221.01 60.00 - 17.67 238.68 0.24334.11 400.00 - 169.65 503.75 0.50349.19 150.00 5449.00 855.93 1205.11 1.20369.92 150.00 5651.00 887.66 1257.58 1.25390.66 150.00 5651.00 887.66 1278.31 1.27494.33 1000.00 61744.00 9698.72 10193.05 10.14

598.00 1000.00 61744.00 9698.72 10296.73 10.25729.95 1000.00 71407.00 11216.59 11946.53 11.89861.90 1000.00 71407.00 11216.59 12078.48 12.02

1050.39 1000.00 71407.00 11216.59 12266.98 12.21


SF600

N*q qp (kN/m2)600 1,005

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0886.71 60.00 - 32.52 119.22 0.12

110.27 60.00 - 17.67 127.94 0.13133.83 60.00 - 17.67 151.50 0.15157.39 60.00 - 17.67 175.07 0.17180.96 60.00 - 17.67 198.63 0.20204.52 60.00 - 17.67 222.19 0.22221.01 60.00 - 17.67 238.68 0.24334.11 400.00 - 169.65 503.75 0.50447.21 400.00 - 169.65 616.85 0.61692.25 1000.00 - 367.57 1059.82 1.05816.66 1000.00 71407.00 11216.59 12033.24 11.97963.68 1000.00 71407.00 11216.59 12180.27 12.12

1110.71 1000.00 71407.00 11216.59 12327.30 12.271299.21 1000.00 71407.00 11216.59 12515.79 12.451487.70 1000.00 71407.00 11216.59 12704.29 12.641676.20 1000.00 71407.00 11216.59 12892.78 12.83


SF600

N*q qp (kN/m2)600 4,785

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.02

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.03157.39 60.00 - 17.67 175.07 0.04180.96 60.00 - 17.67 198.63 0.04204.52 60.00 - 17.67 222.19 0.05221.01 60.00 - 17.67 238.68 0.05334.11 400.00 - 169.65 503.75 0.11349.19 150.00 5449.00 855.93 1205.11 0.25369.92 150.00 5651.00 887.66 1257.58 0.26390.66 150.00 5651.00 887.66 1278.31 0.27494.33 1000.00 61744.00 9698.72 10193.05 2.13598.00 1000.00 61744.00 9698.72 10296.73 2.15729.95 1000.00 71407.00 11216.59 11946.53 2.50861.90 1000.00 71407.00 11216.59 12078.48 2.52

1050.39 1000.00 71407.00 11216.59 12266.98 2.56


SF600

N*q qp (kN/m2)600 4,785

100 100 (kN)43.35 60.00 - 32.52 75.87 0.0286.71 60.00 - 32.52 119.22 0.02

110.27 60.00 - 17.67 127.94 0.03133.83 60.00 - 17.67 151.50 0.03157.39 60.00 - 17.67 175.07 0.04

180.96 60.00 - 17.67 198.63 0.04204.52 60.00 - 17.67 222.19 0.05221.01 60.00 - 17.67 238.68 0.05334.11 400.00 - 169.65 503.75 0.11447.21 400.00 - 169.65 616.85 0.13692.25 1000.00 - 367.57 1059.82 0.22816.66 1000.00 71407.00 11216.59 12033.24 2.51963.68 1000.00 71407.00 11216.59 12180.27 2.55

1110.71 1000.00 71407.00 11216.59 12327.30 2.581299.21 1000.00 71407.00 11216.59 12515.79 2.621487.70 1000.00 71407.00 11216.59 12704.29 2.661676.20 1000.00 71407.00 11216.59 12892.78 2.69


SF508

N*q qp (kN/m2)508 1,514

14 14 (kN)63.84 40 - 36.48 100.32 0.07

127.67 40 - 36.48 164.16 0.11191.51 40 - 36.48 227.99 0.15255.35 40 - 36.48 291.83 0.19319.19 40 - 36.48 355.67 0.23383.02 40 - 36.48 419.51 0.28446.86 40 - 36.48 483.34 0.32510.70 40 - 36.48 547.18 0.36592.09 75 - 54.72 646.81 0.43

655.93 40 - 36.48 692.41 0.46770.83 150 - 109.45 880.28 0.58812.33 300 - 136.81 949.14 0.63866.59 300 - 218.90 1085.49 0.72943.19 800 - 255.38 1198.57 0.79

1048.53 900 - 364.83 1413.35 0.931201.73 1000 57518.42 11658.01 12859.74 8.501367.71 1000 59587.67 12077.41 13445.12 8.881559.22 1000 63997.08 12971.12 14530.34 9.601750.73 1000 63997.08 12971.12 14721.85 9.731942.25 1000 63997.08 12971.12 14913.37 9.85

Qp (tonf) Qtot (tonf) SF

600 600 600 600 600 600 600 600 600100 100 100 100 100 100 100 384.5 100.6

3.2515484 3.2515484 7.58694626 7.58694626 7.58694626 7.58694626 7.58694626 0.01973198 0.075416963.2515484 3.2515484 11.9223441 11.9223441 11.9223441 11.9223441 11.9223441 0.0310074 0.11851237

1.76714587 1.76714587 12.7941361 12.7941361 12.7941361 12.7941361 12.7941361 0.03327474 0.127178291.76714587 1.76714587 15.1503306 15.1503306 15.1503306 15.1503306 15.1503306 0.03940268 0.150599711.76714587 1.76714587 17.5065251 17.5065251 17.5065251 17.5065251 17.5065251 0.04553062 0.174021121.76714587 1.76714587 19.8627196 19.8627196 19.8627196 19.8627196 19.8627196 0.05165857 0.197442541.76714587 1.76714587 22.218914 22.218914 22.218914 22.218914 22.218914 0.05778651 0.220863961.76714587 1.76714587 23.8682502 23.8682502 23.8682502 23.8682502 23.8682502 0.06207607 0.2372589516.9646003 16.9646003 50.3754382 50.3754382 50.3754382 50.3754382 50.3754382 0.13101544 0.5007498816.9646003 16.9646003 61.6851718 61.6851718 61.6851718 61.6851718 61.6851718 0.16042958 0.61317268

36.756634 36.756634 105.981628 105.981628 105.981628 105.981628 105.981628 0.27563492 1.0534953169.1150384 69.1150384 150.780739 150.780739 150.780739 150.780739 150.780739 0.39214757 1.49881451

81.681409 81.681409 178.049764 178.049764 178.049764 178.049764 178.049764 0.46306831 1.7698783781.681409 81.681409 192.752417 192.752417 192.752417 192.752417 192.752417 0.50130668 1.916028

104.719755 104.719755 234.640319 234.640319 234.640319 234.640319 234.640319 0.6102479 2.33240874

104.719755 104.719755 253.489875 253.489875 253.489875 253.489875 253.489875 0.65927146 2.51978007

104.719755 104.719755 272.339431 272.339431 272.339431 272.339431 272.339431 0.70829501 2.7071514

OPSI 5 OPSI 7 & 8 OPSI 1 OPSI 2

OPSI 1 OPSI 2 OPSI 4 OPSI 5 OPSI 7 & 8

Qp (tonf) Qtot (tonf) SF600 600 600 600 600 600 600 600 600100 100 100 100 100 100 100 384.5 100.6

3.2515484 3.2515484 7.58694626 7.58694626 7.58694626 7.58694626 7.58694626 0.01973198 0.07541696

3.2515484 3.2515484 11.9223441 11.9223441 11.9223441 11.9223441 11.9223441 0.0310074 0.11851237

1.76714587 1.76714587 12.7941361 12.7941361 12.7941361 12.7941361 12.7941361 0.03327474 0.12717829

1.76714587 1.76714587 15.1503306 15.1503306 15.1503306 15.1503306 15.1503306 0.03940268 0.15059971

1.76714587 1.76714587 17.5065251 17.5065251 17.5065251 17.5065251 17.5065251 0.04553062 0.17402112

1.76714587 1.76714587 19.8627196 19.8627196 19.8627196 19.8627196 19.8627196 0.05165857 0.19744254

1.76714587 1.76714587 22.218914 22.218914 22.218914 22.218914 22.218914 0.05778651 0.22086396

1.76714587 1.76714587 23.8682502 23.8682502 23.8682502 23.8682502 23.8682502 0.06207607 0.23725895

16.9646003 16.9646003 50.3754382 50.3754382 50.3754382 50.3754382 50.3754382 0.13101544 0.50074988

8.37758041 8.37758041 43.2963828 43.2963828 43.2963828 43.2963828 43.2963828 0.11260438 0.4303815411.5191731 11.5191731 48.5114266 48.5114266 48.5114266 48.5114266 48.5114266 0.12616756 0.4822209411.5191731 11.5191731 50.5848777 50.5848777 50.5848777 50.5848777 50.5848777 0.13156015 0.50283179

57.5958653 57.5958653 107.028826 107.028826 107.028826 107.028826 107.028826 0.27835845 1.0639048357.5958653 57.5958653 117.396081 117.396081 117.396081 117.396081 117.396081 0.30532141 1.1669590673.3038286 73.3038286 146.298734 146.298734 146.298734 146.298734 146.298734 0.38049086 1.45426177

73.3038286 73.3038286 159.493423 159.493423 159.493423 159.493423 159.493423 0.41480734 1.5854217104.719755 104.719755 209.758905 209.758905 209.758905 209.758905 209.758905 0.54553682 2.08507858

OPSI 5 OPSI 7 & 8 OPSI 1 OPSI 2

OPSI 1 OPSI 2 OPSI 4 OPSI 5 OPSI 7 & 8

SF

600 600 600 600478.60 100.6 421 421

0.01585237 0.07541696 0.01802982 0.01802982

SILT0.02491087 0.11851237 0.02833257 0.028332570.02673242 0.12717829 0.03040432 0.030404320.03165552 0.15059971 0.03600364 0.036003640.03657861 0.17402112 0.04160296 0.04160296

SILTY CLAY

0.04150171 0.19744254 0.04720228 0.047202280.04642481 0.22086396 0.0528016 0.05280160.04987098 0.23725895 0.05672113 0.056721130.10525583 0.50074988 0.11971349 0.119713490.12888669 0.61317268 0.14659024 0.146590240.22144093 1.05349531 0.25185748 0.251857480.31504542 1.49881451 0.35831925 0.35831925 SANDY SILT0.37202207 1.76987837 0.42312206 0.42312206

0.4027422 1.916028 0.45806183 0.458061830.49026394 2.33240874 0.55760532 0.55760532

SANDY CLAY0.52964872 2.51978007 0.60239989 0.60239989

0.5690335 2.7071514 0.64719447 0.64719447

OPSI 4 OPSI 5 OPSI 7 & 8

SF

CLAYEY SILT

600 600 600 600478.60 100.6 421 421

0.01585237 0.07541696 0.01802982 0.01802982

0.02491087 0.11851237 0.02833257 0.02833257

0.02673242 0.12717829 0.03040432 0.03040432

0.03165552 0.15059971 0.03600364 0.03600364

0.03657861 0.17402112 0.04160296 0.04160296

0.04150171 0.19744254 0.04720228 0.04720228

0.04642481 0.22086396 0.0528016 0.0528016

SAND0.04987098 0.23725895 0.05672113 0.05672113

0.10525583 0.50074988 0.11971349 0.11971349

0.09046465 0.43038154 0.10289064 0.10289064

SANDY CLAY0.10136111 0.48222094 0.11528381 0.115283810.10569343 0.50283179 0.12021121 0.12021121

0.22362897 1.06390483 0.25434607 0.254346070.2452906 1.16695906 0.27898308 0.278983080.3056806 1.45426177 0.34766809 0.34766809



0.33324994 1.5854217 0.37902429 0.379024290.43827602 2.08507858 0.49847649 0.49847649

OPSI 4 OPSI 5 OPSI 7 & 8

Undr

ained

shea

r st re

n gth

- kN

/ m

(Terzaghi & Peck, 1967)

SPT N-value - blows/300 mm

CL

Terzaghi and Peck

SC-ML

Soil groups refer to

2 Unified system

CH Sowers

Undr

ained

shea

r st re

n gth

- kN

/ m



CL

Terzaghi and Peck

SC-ML


2 Unified system

CH Sowers

Depth

Qs (tonf) Qp (tonf)

fs (kN/m2)D 600 600

W 100 1001 4 30 23 1 23 4.34 - 3.252 4 30 23 1 23 8.67 - 3.253 6 30 12.5 1 12.5 11.03 - 1.774 7 30 12.5 1 12.5 13.38 - 1.775 9 30 12.5 1 12.5 15.74 - 1.776 9 30 12.5 1 12.5 18.10 - 1.777 8 30 12.5 1 12.5 20.45 - 1.778 8 30 12.5 0.7 8.75 22.10 - 1.779 27 43 120 0.5 60 33.41 - 16.9610 27 43 120 0.5 60 44.72 - 16.9611 66 50 260 0.5 130 69.22 - 36.7612 66 - - - 66 81.67 440.00 69.1213 78 - - - 78 96.37 520.00 81.6814 78 - - - 78 111.07 520.00 81.6815 100 - - - 100 129.92 666.67 104.72

16 100 - - - 100 148.77 666.67 104.72

17 100 - - - 100 167.62 666.67 104.72

Depth

Qs (tonf) Qp (tonf)

fs (kN/m2)D 600 600

W 100 100

1 25 30 23 1 23 4.34 - 3.25

2 25 30 23 1 23 8.67 - 3.25

3 7 30 12.5 1 12.5 11.03 - 1.77

4 7 30 12.5 1 12.5 13.38 - 1.77

5 6 30 12.5 1 12.5 15.74 - 1.77

6 6 30 12.5 1 12.5 18.10 - 1.77

7 6 30 12.5 1 12.5 20.45 - 1.77

8 6 30 12.5 0.7 8.75 22.10 - 1.77

9 6 43 120 0.5 60 33.41 - 16.96

10 8 - - - 8 34.92 53.33 8.38

11 11 - - - 11 36.99 73.33 11.52

12 11 - - - 11 39.07 73.33 11.52

13 55 - - - 55 49.43 366.67 57.6014 55 - - - 55 59.80 366.67 57.6015 70 - - - 70 72.99 466.67 73.30

16 70 - - - 70 86.19 466.67 73.3017 100 - - - 100 105.04 666.67 104.72

Blows/ foot


(Meyerhoff)


Adhesion Factor

qp (tonf/m2)

Blows/ foot


(Meyerhoff)


Adhesion Factor qp

(tonf/m2)

Undr

ained

shea

r st re

n gth

- kN

/ m



CL

Terzaghi and Peck

SC-ML


2 Unified system

CH Sowers

Qtot (tonf) SF

600 600 600

100 420.8 420.87.59 0.01802982 0.0180298211.92 0.02833257 0.0283325712.79 0.03040432 0.0304043215.15 0.03600364 0.0360036417.51 0.04160296 0.0416029619.86 0.04720228 0.0472022822.22 0.0528016 0.052801623.87 0.05672113 0.0567211350.38 0.11971349 0.1197134961.69 0.14659024 0.14659024105.98 0.25185748 0.25185748150.78 0.35831925 0.35831925178.05 0.42312206 0.42312206192.75 0.45806183 0.45806183234.64 0.55760532 0.55760532

253.49 0.60239989 0.60239989

272.34 0.64719447 0.64719447

Qtot (tonf) SF

600 600

100 420.8

7.59 0.01802982

11.92 0.02833257

12.79 0.03040432

15.15 0.03600364

17.51 0.04160296

19.86 0.04720228

22.22 0.0528016

23.87 0.05672113

50.38 0.11971349

43.30 0.10289064

48.51 0.11528381

50.58 0.12021121

107.03 0.25434607117.40 0.27898308146.30 0.34766809

159.49 0.37902429209.76 0.49847649

Penentuan Panjang Pondasi Tiang Pancang

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