daya dukung tanah jembatan (pt. aria graha)
Post on 23-Oct-2014
82 Views
Preview:
TRANSCRIPT
BHLokasi
Pile PropertiesType : Bored PileDiameter : 0.90 mPerimeter : 2.83 mArea : 0.64 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C1 0
-1.0 C1 1-2.0 C1 1 4.00 0.55 6.22 6.22 22.89 29.11-3.0 C1 1 4.00 0.55 6.22 12.43 22.89 35.33-4.0 C1 1 4.00 0.47 5.31 17.75 22.89 40.64-5.0 C1 1 4.00 0.55 6.22 23.96 22.89 46.86-6.0 C1 3 12.00 0.55 18.65 42.62 68.67 111.29-7.0 C1 3 12.00 0.55 18.65 61.27 68.67 129.94-8.0 C2 2 8.00 0.55 12.43 73.70 45.78 119.48-9.0 C2 2 8.00 0.55 12.43 86.14 45.78 131.92
-10.0 C2 3 12.00 0.55 18.65 104.79 68.67 173.46-11.0 C2 3 12.00 0.55 18.65 123.44 68.67 192.11-12.0 C2 5 20.00 0.55 31.09 154.53 114.45 268.98-13.0 C2 5 20.00 0.55 31.09 185.61 114.45 300.06-14.0 6 24.00 0.55 37.30 222.91 137.34 360.26-15.0 6 24.00 0.55 37.30 260.22 137.34 397.56-16.0 7 28.00 0.55 43.52 303.74 160.23 463.97-17.0 7 28.00 0.55 43.52 347.26 160.23 507.49-18.0 5 20.00 0.55 31.09 378.34 114.45 492.80-19.0 5 20.00 0.55 31.09 409.43 114.45 523.88-20.0 5 20.00 0.55 31.09 440.52 114.45 554.97-21.0 5 20.00 0.55 31.09 471.60 114.45 586.06-22.0 10 40.00 0.55 62.17 533.77 228.91 762.68-23.0 10 40.00 0.55 62.17 595.95 228.91 824.85-24.0 8 32.00 0.55 49.74 645.68 183.12 828.81
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 8 32.00 0.55 49.74 695.42 183.12 878.55-26.0 15 60.00 0.55 93.26 788.68 343.36 1132.04-27.0 15 60.00 0.55 93.26 881.94 343.36 1225.30-28.0 14 56.00 0.55 87.04 968.98 320.47 1289.45-29.0 14 56.00 0.55 87.04 1056.02 320.47 1376.49-30.0 14 56.00 0.55 87.04 1143.06 320.47 1463.53-31.0 14 56.00 0.55 87.04 1230.10 320.47 1550.57-32.0 11 44.00 0.55 68.39 1298.49 251.80 1550.29-33.0 11 44.00 0.55 68.39 1366.88 251.80 1618.68-34.0 17 68.00 0.55 105.69 1472.57 389.14 1861.71-35.0 17 68.00 0.55 105.69 1578.26 389.14 1967.40-36.0 18 72.00 0.55 111.91 1690.17 412.03 2102.20-37.0 18 72.00 0.55 111.91 1802.08 412.03 2214.11-38.0 20 80.00 0.55 124.34 1926.43 457.81 2384.24-39.0 20 80.00 0.55 124.34 2050.77 457.81 2508.58-40.0 21 84.00 0.55 130.56 2181.33 480.70 2662.04
106.48
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0013.35 13.35
4.35 4.35 26.71 31.064.35 8.70 40.06 48.763.72 12.42 53.41 65.834.35 16.78 66.76 83.54
13.06 29.83 80.12 109.9513.06 42.89 93.47 136.36
8.70 51.59 106.82 158.418.70 60.30 120.18 180.47
13.06 73.35 133.53 206.8813.06 86.41 146.88 233.2921.76 108.17 160.23 268.4021.76 129.93 173.59 303.5226.11 156.04 186.94 342.9826.11 182.15 200.29 382.4530.46 212.62 213.65 426.2630.46 243.08 227.00 470.0821.76 264.84 240.35 505.1921.76 286.60 253.70 540.3121.76 308.36 267.06 575.4221.76 330.12 280.41 610.5343.52 373.64 293.76 667.4143.52 417.16 307.12 724.2834.82 451.98 320.47 772.45
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
34.82 486.80 333.82 820.6265.28 552.08 347.17 899.2565.28 617.36 360.53 977.8860.93 678.29 373.88 1052.1760.93 739.21 387.23 1126.4560.93 800.14 400.59 1200.7360.93 861.07 413.94 1275.0147.87 908.94 427.29 1336.2347.87 956.82 440.64 1397.4673.98 1030.80 454.00 1484.8073.98 1104.79 467.35 1572.1378.34 1183.12 480.70 1663.8278.34 1261.46 494.06 1755.5187.04 1348.50 507.41 1855.9187.04 1435.54 520.76 1956.3091.39 1526.93 534.11 2061.05
BH : 326Lokasi : Gabus - Wadu ( KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-2.0 C 12 48.00 0.55 66.32 99.48 217.04 316.51-3.0 C 16 64.00 0.55 88.42 187.90 289.38 477.28-4.0 S1 18 72.00 0.00 0.00 187.90 325.56 513.45-5.0 S1 30 120.00 0.00 0.00 187.90 542.59 730.49-6.0 S1 50 200.00 0.00 0.00 187.90 904.32 1092.22-7.0 S1 58 232.00 0.00 0.00 187.90 1049.01 1236.91-8.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-9.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08
-10.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-11.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-12.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-13.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-14.0 S2 60 240.00 0.00 0.00 187.90 1085.18 1273.08-15.0 S2 60 240.00 0.00 0.00 187.90 1085.18 1273.08
BH : 326Lokasi : Gabus - Wadu ( KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 m
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
Area : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 4 16.00 0.55 22.11 33.16 72.35 105.50-3.0 C 6 24.00 0.55 33.16 66.32 108.52 174.84-4.0 C 8 32.00 0.55 44.21 110.53 144.69 255.22-5.0 C 8 32.00 0.55 44.21 154.74 144.69 299.43-6.0 C 8 32.00 0.55 44.21 198.95 144.69 343.64-7.0 C 9 36.00 0.55 49.74 248.69 162.78 411.47-8.0 C 10 40.00 0.55 55.26 303.95 180.86 484.82-9.0 C 10 40.00 0.55 55.26 359.22 180.86 540.08
-10.0 C 10 40.00 0.55 55.26 414.48 180.86 595.34-11.0 C 10 40.00 0.55 55.26 469.74 180.86 650.61-12.0 SS 10 40.00 0.40 40.19 509.94 180.86 690.80-13.0 SS 10 40.00 0.40 40.19 550.13 180.86 730.99-14.0 SS 10 40.00 0.40 40.19 590.32 180.86 771.18-15.0 SS 10 40.00 0.40 40.19 630.51 180.86 811.38-16.0 SS 12 48.00 0.40 48.23 678.74 217.04 895.78-17.0 SS 18 72.00 0.40 72.35 751.09 325.56 1076.64-18.0 SS 20 80.00 0.40 80.38 831.47 361.73 1193.20-19.0 SS 25 100.00 0.40 100.48 931.95 452.16 1384.11-20.0 SS 27 108.00 0.40 108.52 1040.47 488.33 1528.80-21.0 SS 28 112.00 0.40 112.54 1153.01 506.42 1659.43-22.0 SS 29 116.00 0.40 116.56 1269.56 524.51 1794.07-23.0 SS 30 120.00 0.40 120.58 1390.14 542.59 1932.73-24.0 SS 31 124.00 0.40 124.60 1514.74 560.68 2075.41-25.0 SS 31 124.00 0.40 124.60 1639.33 560.68 2200.01
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0023.21 23.21 10.55 33.7646.42 69.63 21.10 90.7361.90 131.53 31.65 163.18
0.00 131.53 42.20 173.730.00 131.53 52.75 184.280.00 131.53 63.30 194.830.00 131.53 73.85 205.380.00 131.53 84.40 215.930.00 131.53 94.95 226.480.00 131.53 105.50 237.030.00 131.53 116.05 247.580.00 131.53 126.60 258.130.00 131.53 137.16 268.680.00 131.53 147.71 279.230.00 131.53 158.26 289.78
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.007.74 7.74 10.55 18.29
15.47 23.21 21.10 44.3123.21 46.42 31.65 78.0730.95 77.37 42.20 119.5730.95 108.32 52.75 161.0730.95 139.27 63.30 202.5734.82 174.08 73.85 247.9338.68 212.77 84.40 297.1738.68 251.45 94.95 346.4038.68 290.14 105.50 395.6438.68 328.82 116.05 444.8828.13 356.96 126.60 483.5628.13 385.09 137.16 522.2428.13 413.22 147.71 560.9328.13 441.36 158.26 599.6133.76 475.12 168.81 643.9350.64 525.76 179.36 705.1256.27 582.03 189.91 771.9470.34 652.37 200.46 852.8275.96 728.33 211.01 939.3478.78 807.11 221.56 1028.6681.59 888.70 232.11 1120.8084.40 973.10 242.66 1215.7687.22 1060.32 253.21 1313.5287.22 1147.53 263.76 1411.29
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
BH : 194Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11-2.0 C 8 32.00 0.55 44.21 44.21 144.69 188.90-3.0 C 12 48.00 0.55 66.32 110.53 217.04 327.56-4.0 C 13 52.00 0.55 71.84 182.37 235.12 417.49-5.0 C 14 56.00 0.55 77.37 259.74 253.21 512.95-6.0 C 16 64.00 0.55 88.42 348.16 289.38 637.55-7.0 C 17 68.00 0.55 93.95 442.11 307.47 749.58-8.0 C 19 76.00 0.55 105.00 547.11 343.64 890.76-9.0 C 20 80.00 0.55 110.53 657.64 361.73 1019.37
-10.0 C 22 88.00 0.55 121.58 779.22 397.90 1177.12-11.0 C 23 92.00 0.55 127.11 906.33 415.99 1322.32-12.0 C 25 100.00 0.55 138.16 1044.49 452.16 1496.65-13.0 C 27 108.00 0.55 149.21 1193.70 488.33 1682.04-14.0 C 29 116.00 0.55 160.27 1353.97 524.51 1878.47-15.0 C 32 128.00 0.55 176.84 1530.81 578.76 2109.58-16.0 C 34 136.00 0.55 187.90 1718.71 614.94 2333.65-17.0 C 36 144.00 0.55 198.95 1917.66 651.11 2568.77-18.0 C 38 152.00 0.55 210.00 2127.66 687.28 2814.95-19.0 C 38 152.00 0.55 210.00 2337.67 687.28 3024.95-20.0 C 38 152.00 0.55 210.00 2547.67 687.28 3234.95-21.0 C 42 168.00 0.55 232.11 2779.78 759.63 3539.41-22.0 C 42 168.00 0.55 232.11 3011.89 759.63 3771.52-23.0 C 42 168.00 0.55 232.11 3244.00 759.63 4003.63-24.0 C 42 168.00 0.55 232.11 3476.11 759.63 4235.73
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 40 160.00 0.55 221.06 3697.16 723.46 4420.62-26.0 C 38 152.00 0.55 210.00 3907.16 687.28 4594.45-27.0 C 39 156.00 0.55 215.53 4122.69 705.37 4828.06-28.0 C 41 164.00 0.55 226.58 4349.28 741.54 5090.82-29.0 C 42 168.00 0.55 232.11 4581.39 759.63 5341.01-30.0 C 38 152.00 0.55 210.00 4791.39 687.28 5478.67-31.0 C 38 152.00 0.55 210.00 5001.39 687.28 5688.68-32.0 C 40 160.00 0.55 221.06 5222.45 723.46 5945.90-33.0 C 42 168.00 0.55 232.11 5454.56 759.63 6214.19-34.0 C 44 176.00 0.55 243.16 5697.72 795.80 6493.52-35.0 C 46 184.00 0.55 254.21 5951.93 831.97 6783.91-36.0 C 48 192.00 0.55 265.27 6217.20 868.15 7085.35-37.0 C 50 200.00 0.55 276.32 6493.52 904.32 7397.84-38.0 C 55 220.00 0.55 303.95 6797.47 994.75 7792.22-39.0 C 56 224.00 0.55 309.48 7106.95 1012.84 8119.79-40.0 C
BH : 194Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-4.0 C 3 12.00 0.55 16.58 16.58 54.26 70.84-5.0 C 10 40.00 0.55 55.26 71.84 180.86 252.71-6.0 C 18 72.00 0.55 99.48 171.32 325.56 496.87-7.0 C 16 64.00 0.55 88.42 259.74 289.38 549.12
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-8.0 C 15 60.00 0.55 82.90 342.64 271.30 613.93-9.0 C 10 40.00 0.55 55.26 397.90 180.86 578.76
-10.0 C 10 40.00 0.55 55.26 453.16 180.86 634.03-11.0 C 14 56.00 0.55 77.37 530.53 253.21 783.74-12.0 C 16 64.00 0.55 88.42 618.96 289.38 908.34-13.0 C 17 68.00 0.55 93.95 712.91 307.47 1020.37-14.0 C 17 68.00 0.55 93.95 806.85 307.47 1114.32-15.0 C 18 72.00 0.55 99.48 906.33 325.56 1231.88-16.0 C 19 76.00 0.55 105.00 1011.33 343.64 1354.97-17.0 C 19 76.00 0.55 105.00 1116.33 343.64 1459.97-18.0 C 19 76.00 0.55 105.00 1221.33 343.64 1564.98-19.0 C 18 72.00 0.55 99.48 1320.81 325.56 1646.36-20.0 C 18 72.00 0.55 99.48 1420.28 325.56 1745.84-21.0 C 18 72.00 0.55 99.48 1519.76 325.56 1845.32-22.0 C 18 72.00 0.55 99.48 1619.24 325.56 1944.79-23.0 C 18 72.00 0.55 99.48 1718.71 325.56 2044.27-24.0 C 18 72.00 0.55 99.48 1818.19 325.56 2143.74-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
30.95 30.95 21.10 52.0546.42 77.37 31.65 109.0250.29 127.66 42.20 169.8654.16 181.82 52.75 234.5761.90 243.71 63.30 307.0265.76 309.48 73.85 383.3373.50 382.98 84.40 467.3877.37 460.35 94.95 555.3085.11 545.46 105.50 650.9688.98 634.43 116.05 750.4996.71 731.14 126.60 857.75
104.45 835.59 137.16 972.75112.19 947.78 147.71 1095.48123.79 1071.57 158.26 1229.82131.53 1203.10 168.81 1371.90139.27 1342.36 179.36 1521.72147.00 1489.36 189.91 1679.27147.00 1636.37 200.46 1836.82147.00 1783.37 211.01 1994.38162.48 1945.85 221.56 2167.40162.48 2108.32 232.11 2340.43162.48 2270.80 242.66 2513.46162.48 2433.27 253.21 2686.48
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
154.74 2588.01 263.76 2851.77147.00 2735.02 274.31 3009.33150.87 2885.89 284.86 3170.75158.61 3044.49 295.41 3339.90162.48 3206.97 305.96 3512.93147.00 3353.97 316.51 3670.48147.00 3500.97 327.06 3828.04154.74 3655.71 337.61 3993.33162.48 3818.19 348.16 4166.35170.21 3988.40 358.71 4347.12177.95 4166.35 369.26 4535.62185.69 4352.04 379.81 4731.85193.42 4545.46 390.36 4935.83212.77 4758.23 400.92 5159.15216.63 4974.87 411.47 5386.33
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
0.00 0.00 21.10 21.100.00 0.00 31.65 31.65
11.61 11.61 42.20 53.8138.68 50.29 52.75 103.0469.63 119.92 63.30 183.2361.90 181.82 73.85 255.67
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
58.03 239.85 84.40 324.2538.68 278.53 94.95 373.4838.68 317.22 105.50 422.7254.16 371.37 116.05 487.4361.90 433.27 126.60 559.8765.76 499.03 137.16 636.1965.76 564.80 147.71 712.5069.63 634.43 158.26 792.6973.50 707.93 168.81 876.7473.50 781.43 179.36 960.7973.50 854.93 189.91 1044.8469.63 924.57 200.46 1125.0269.63 994.20 211.01 1205.2169.63 1063.83 221.56 1285.3969.63 1133.46 232.11 1365.5769.63 1203.10 242.66 1445.7669.63 1272.73 253.21 1525.94
BH : 314Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-2.0 C 12 48.00 0.55 66.32 99.48 217.04 316.51-3.0 C 17 68.00 0.55 93.95 193.42 307.47 500.89-4.0 C 19 76.00 0.55 105.00 298.43 343.64 642.07-5.0 C 21 84.00 0.55 116.05 414.48 379.81 794.29-6.0 C 22 88.00 0.55 121.58 536.06 397.90 933.96-7.0 C 22 88.00 0.55 121.58 657.64 397.90 1055.54-8.0 C 23 92.00 0.55 127.11 784.75 415.99 1200.74-9.0 C 24 96.00 0.55 132.63 917.38 434.07 1351.46
-10.0 C 25 100.00 0.55 138.16 1055.54 452.16 1507.70-11.0 C 26 104.00 0.55 143.69 1199.23 470.25 1669.48-12.0 C 28 112.00 0.55 154.74 1353.97 506.42 1860.39-13.0 C 28 112.00 0.55 154.74 1508.71 506.42 2015.13-14.0 C 29 116.00 0.55 160.27 1668.97 524.51 2193.48-15.0 C 31 124.00 0.55 171.32 1840.29 560.68 2400.97-16.0 C 33 132.00 0.55 182.37 2022.66 596.85 2619.51-17.0 C 38 152.00 0.55 210.00 2232.67 687.28 2919.95-18.0 C 44 176.00 0.55 243.16 2475.83 795.80 3271.63-19.0 C 46 184.00 0.55 254.21 2730.04 831.97 3562.02-20.0 C 42 168.00 0.55 232.11 2962.15 759.63 3721.78-21.0 C 40 160.00 0.55 221.06 3183.21 723.46 3906.66-22.0 C 42 168.00 0.55 232.11 3415.32 759.63 4174.94-23.0 C 43 172.00 0.55 237.64 3652.95 777.72 4430.67-24.0 C 46 184.00 0.55 254.21 3907.16 831.97 4739.14
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 46 184.00 0.55 254.21 4161.38 831.97 4993.35-26.0 C 48 192.00 0.55 265.27 4426.65 868.15 5294.79-27.0 C 46 184.00 0.55 254.21 4680.86 831.97 5512.84-28.0 C 45 180.00 0.55 248.69 4929.55 813.89 5743.44-29.0 C 46 184.00 0.55 254.21 5183.76 831.97 6015.74-30.0 C 48 192.00 0.55 265.27 5449.03 868.15 6317.18-31.0 C 50 200.00 0.55 276.32 5725.35 904.32 6629.67-32.0 C 52 208.00 0.55 287.37 6012.72 940.49 6953.22-33.0 C 53 212.00 0.55 292.90 6305.62 958.58 7264.20-34.0 C 55 220.00 0.55 303.95 6609.57 994.75 7604.33-35.0 C 56 224.00 0.55 309.48 6919.05 1012.84 7931.89-36.0 C 58 232.00 0.55 320.53 7239.58 1049.01 8288.60-37.0 C 58 232.00 0.55 320.53 7560.12 1049.01 8609.13-38.0 C-39.0 C-40.0 C
BH : 314Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 2 8.00 0.55 11.05 27.63 36.17 63.80-6.0 C 3 12.00 0.55 16.58 44.21 54.26 98.47
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-7.0 C 9 36.00 0.55 49.74 93.95 162.78 256.73-8.0 C 12 48.00 0.55 66.32 160.27 217.04 377.30-9.0 C 18 72.00 0.55 99.48 259.74 325.56 585.30
-10.0 SS 25 100.00 0.40 100.48 360.22 452.16 812.38-11.0 SS 32 128.00 0.40 128.61 488.84 578.76 1067.60-12.0 SS 42 168.00 0.40 168.81 657.64 759.63 1417.27-13.0 SS 50 200.00 0.40 200.96 858.60 904.32 1762.92-14.0 SS 50 200.00 0.40 200.96 1059.56 904.32 1963.88-15.0 SS 50 200.00 0.40 200.96 1260.52 904.32 2164.84-16.0 SS 50 200.00 0.40 200.96 1461.48 904.32 2365.80-17.0 SS 50 200.00 0.40 200.96 1662.44 904.32 2566.76-18.0 SS 50 200.00 0.40 200.96 1863.40 904.32 2767.72-19.0 SS 50 200.00 0.40 200.96 2064.36 904.32 2968.68-20.0 SS 50 200.00 0.40 200.96 2265.32 904.32 3169.64-21.0 SS 50 200.00 0.40 200.96 2466.28 904.32 3370.60-22.0 SS 50 200.00 0.40 200.96 2667.24 904.32 3571.56-23.0 SS 50 200.00 0.40 200.96 2868.20 904.32 3772.52-24.0 SS 50 200.00 0.40 200.96 3069.16 904.32 3973.48-25.0 SS 50 200.00 0.40 200.96 3270.12 904.32 4174.44
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0023.21 23.21 10.55 33.7646.42 69.63 21.10 90.7365.76 135.40 31.65 167.0573.50 208.90 42.20 251.1081.24 290.14 52.75 342.8985.11 375.24 63.30 438.5485.11 460.35 73.85 534.2088.98 549.32 84.40 633.7392.84 642.17 94.95 737.1296.71 738.88 105.50 844.38
100.58 839.46 116.05 955.51108.32 947.78 126.60 1074.38108.32 1056.10 137.16 1193.25112.19 1168.28 147.71 1315.99119.92 1288.20 158.26 1446.46127.66 1415.86 168.81 1584.67147.00 1562.87 179.36 1742.22170.21 1733.08 189.91 1922.99177.95 1911.03 200.46 2111.49162.48 2073.51 211.01 2284.51154.74 2228.24 221.56 2449.80162.48 2390.72 232.11 2622.83166.34 2557.07 242.66 2799.72177.95 2735.02 253.21 2988.22
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
177.95 2912.97 263.76 3176.73185.69 3098.65 274.31 3372.96177.95 3276.60 284.86 3561.46174.08 3450.68 295.41 3746.10177.95 3628.63 305.96 3934.60185.69 3814.32 316.51 4130.83193.42 4007.75 327.06 4334.81201.16 4208.91 337.61 4546.52205.03 4413.94 348.16 4762.10212.77 4626.70 358.71 4985.42216.63 4843.34 369.26 5212.60224.37 5067.71 379.81 5447.52224.37 5292.08 390.36 5682.45
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.000.00 0.00 10.55 10.550.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.817.74 19.34 52.75 72.09
11.61 30.95 63.30 94.25
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
34.82 65.76 73.85 139.6246.42 112.19 84.40 196.5969.63 181.82 94.95 276.7770.34 252.15 105.50 357.6690.03 342.18 116.05 458.24
118.16 460.35 126.60 586.95140.67 601.02 137.16 738.18140.67 741.69 147.71 889.40140.67 882.37 158.26 1040.62140.67 1023.04 168.81 1191.84140.67 1163.71 179.36 1343.07140.67 1304.38 189.91 1494.29140.67 1445.05 200.46 1645.51140.67 1585.73 211.01 1796.73140.67 1726.40 221.56 1947.96140.67 1867.07 232.11 2099.18140.67 2007.74 242.66 2250.40140.67 2148.41 253.21 2401.62140.67 2289.09 263.76 2552.85
BH : 298Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 10 40.00 0.55 55.26 121.58 180.86 302.44-4.0 C 12 48.00 0.55 66.32 187.90 217.04 404.93-5.0 C 14 56.00 0.55 77.37 265.27 253.21 518.48-6.0 C 16 64.00 0.55 88.42 353.69 289.38 643.07-7.0 C 20 80.00 0.55 110.53 464.22 361.73 825.95-8.0 C 21 84.00 0.55 116.05 580.27 379.81 960.09-9.0 C 22 88.00 0.55 121.58 701.85 397.90 1099.75
-10.0 C 24 96.00 0.55 132.63 834.49 434.07 1268.56-11.0 C 23 92.00 0.55 127.11 961.59 415.99 1377.58-12.0 C 21 84.00 0.55 116.05 1077.65 379.81 1457.46-13.0 C 20 80.00 0.55 110.53 1188.18 361.73 1549.90-14.0 C 22 88.00 0.55 121.58 1309.76 397.90 1707.66-15.0 C 22 88.00 0.55 121.58 1431.34 397.90 1829.24-16.0 C 24 96.00 0.55 132.63 1563.97 434.07 1998.04-17.0 C 26 104.00 0.55 143.69 1707.66 470.25 2177.90-18.0 C 28 112.00 0.55 154.74 1862.40 506.42 2368.82-19.0 C 30 120.00 0.55 165.79 2028.19 542.59 2570.78-20.0 C 32 128.00 0.55 176.84 2205.03 578.76 2783.80-21.0 C 32 128.00 0.55 176.84 2381.88 578.76 2960.64-22.0 C 32 128.00 0.55 176.84 2558.72 578.76 3137.49-23.0 C 33 132.00 0.55 182.37 2741.09 596.85 3337.95-24.0 C 35 140.00 0.55 193.42 2934.52 633.02 3567.54
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 36 144.00 0.55 198.95 3133.47 651.11 3784.58-26.0 C 38 152.00 0.55 210.00 3343.47 687.28 4030.76-27.0 C 40 160.00 0.55 221.06 3564.53 723.46 4287.98-28.0 C 42 168.00 0.55 232.11 3796.64 759.63 4556.27-29.0 C 45 180.00 0.55 248.69 4045.32 813.89 4859.21-30.0 C 48 192.00 0.55 265.27 4310.59 868.15 5178.74-31.0 C 49 196.00 0.55 270.79 4581.39 886.23 5467.62-32.0 C 50 200.00 0.55 276.32 4857.71 904.32 5762.03-33.0 C 53 212.00 0.55 292.90 5150.60 958.58 6109.18-34.0 C 55 220.00 0.55 303.95 5454.56 994.75 6449.31-35.0 C 56 224.00 0.55 309.48 5764.04 1012.84 6776.87-36.0 C 58 232.00 0.55 320.53 6084.57 1049.01 7133.58-37.0 C 59 236.00 0.55 326.06 6410.62 1067.10 7477.72-38.0 C 60 240.00 0.55 331.58 6742.21 1085.18 7827.39-39.0 C-40.0 C
BH : 298Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-2.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-3.0 C 3 12.00 0.55 16.58 33.16 54.26 87.42-4.0 C 3 12.00 0.55 16.58 49.74 54.26 104.00-5.0 C 4 16.00 0.55 22.11 71.84 72.35 144.19-6.0 C 5 20.00 0.55 27.63 99.48 90.43 189.91
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-7.0 C 8 32.00 0.55 44.21 143.69 144.69 288.38-8.0 C 10 40.00 0.55 55.26 198.95 180.86 379.81-9.0 C 12 48.00 0.55 66.32 265.27 217.04 482.30
-10.0 C 12 48.00 0.55 66.32 331.58 217.04 548.62-11.0 C 12 48.00 0.55 66.32 397.90 217.04 614.94-12.0 C 12 48.00 0.55 66.32 464.22 217.04 681.25-13.0 C 12 48.00 0.55 66.32 530.53 217.04 747.57-14.0 C 12 48.00 0.55 66.32 596.85 217.04 813.89-15.0 C 12 48.00 0.55 66.32 663.17 217.04 880.20-16.0 C 12 48.00 0.55 66.32 729.48 217.04 946.52-17.0 C 19 76.00 0.55 105.00 834.49 343.64 1178.13-18.0 C 24 96.00 0.55 132.63 967.12 434.07 1401.19-19.0 C 28 112.00 0.55 154.74 1121.86 506.42 1628.28-20.0 C 31 124.00 0.55 171.32 1293.18 560.68 1853.86-21.0 C 33 132.00 0.55 182.37 1475.55 596.85 2072.40-22.0 C 35 140.00 0.55 193.42 1668.97 633.02 2302.00-23.0 C 35 140.00 0.55 193.42 1862.40 633.02 2495.42-24.0 C 36 144.00 0.55 198.95 2061.35 651.11 2712.46-25.0 C 37 148.00 0.55 204.48 2265.82 669.20 2935.02
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5238.68 85.11 31.65 116.7646.42 131.53 42.20 173.7354.16 185.69 52.75 238.4461.90 247.58 63.30 310.8977.37 324.95 73.85 398.8181.24 406.19 84.40 490.5985.11 491.30 94.95 586.2592.84 584.14 105.50 689.6488.98 673.12 116.05 789.1781.24 754.35 126.60 880.9677.37 831.72 137.16 968.8885.11 916.83 147.71 1064.5485.11 1001.94 158.26 1160.1992.84 1094.78 168.81 1263.59
100.58 1195.36 179.36 1374.72108.32 1303.68 189.91 1493.58116.05 1419.73 200.46 1620.19123.79 1543.52 211.01 1754.53123.79 1667.31 221.56 1888.87123.79 1791.11 232.11 2023.22127.66 1918.77 242.66 2161.43135.40 2054.16 253.21 2307.37
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
139.27 2193.43 263.76 2457.19147.00 2340.43 274.31 2614.74154.74 2495.17 284.86 2780.03162.48 2657.65 295.41 2953.06174.08 2831.73 305.96 3137.69185.69 3017.41 316.51 3333.93189.56 3206.97 327.06 3534.03193.42 3400.39 337.61 3738.01205.03 3605.42 348.16 3953.59212.77 3818.19 358.71 4176.90216.63 4034.82 369.26 4404.09224.37 4259.20 379.81 4639.01228.24 4487.44 390.36 4877.80232.11 4719.55 400.92 5120.46
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.003.87 3.87 10.55 14.427.74 11.61 21.10 32.71
11.61 23.21 31.65 54.8611.61 34.82 42.20 77.0215.47 50.29 52.75 103.0419.34 69.63 63.30 132.94
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
30.95 100.58 73.85 174.4338.68 139.27 84.40 223.6746.42 185.69 94.95 280.6446.42 232.11 105.50 337.6146.42 278.53 116.05 394.5846.42 324.95 126.60 451.5646.42 371.37 137.16 508.5346.42 417.80 147.71 565.5046.42 464.22 158.26 622.4746.42 510.64 168.81 679.4573.50 584.14 179.36 763.5092.84 676.98 189.91 866.89
108.32 785.30 200.46 985.76119.92 905.22 211.01 1116.23127.66 1032.88 221.56 1254.44135.40 1168.28 232.11 1400.39135.40 1303.68 242.66 1546.34139.27 1442.94 253.21 1696.15143.13 1586.08 263.76 1849.84
BH : 289Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 3 12.00 0.55 16.58 16.58 54.26 70.84-2.0 C 6 24.00 0.55 33.16 49.74 108.52 158.26-3.0 C 9 36.00 0.55 49.74 99.48 162.78 262.25-4.0 C 11 44.00 0.55 60.79 160.27 198.95 359.22-5.0 C 13 52.00 0.55 71.84 232.11 235.12 467.23-6.0 C 15 60.00 0.55 82.90 315.00 271.30 586.30-7.0 C 16 64.00 0.55 88.42 403.43 289.38 692.81-8.0 C 17 68.00 0.55 93.95 497.38 307.47 804.84-9.0 C 18 72.00 0.55 99.48 596.85 325.56 922.41
-10.0 C 20 80.00 0.55 110.53 707.38 361.73 1069.11-11.0 C 20 80.00 0.55 110.53 817.91 361.73 1179.64-12.0 C 20 80.00 0.55 110.53 928.44 361.73 1290.16-13.0 C 19 76.00 0.55 105.00 1033.44 343.64 1377.08-14.0 C 17 68.00 0.55 93.95 1127.39 307.47 1434.85-15.0 C 16 64.00 0.55 88.42 1215.81 289.38 1505.19-16.0 C 18 72.00 0.55 99.48 1315.28 325.56 1640.84-17.0 C 20 80.00 0.55 110.53 1425.81 361.73 1787.54-18.0 C 24 96.00 0.55 132.63 1558.44 434.07 1992.52-19.0 C 26 104.00 0.55 143.69 1702.13 470.25 2172.38-20.0 C 24 96.00 0.55 132.63 1834.76 434.07 2268.84-21.0 C 23 92.00 0.55 127.11 1961.87 415.99 2377.86-22.0 C 22 88.00 0.55 121.58 2083.45 397.90 2481.35-23.0 C 23 92.00 0.55 127.11 2210.56 415.99 2626.55-24.0 C 25 100.00 0.55 138.16 2348.72 452.16 2800.88
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 26 104.00 0.55 143.69 2492.41 470.25 2962.65-26.0 C 28 112.00 0.55 154.74 2647.15 506.42 3153.56-27.0 C 28 112.00 0.55 154.74 2801.88 506.42 3308.30-28.0 C 30 120.00 0.55 165.79 2967.68 542.59 3510.27-29.0 C 32 128.00 0.55 176.84 3144.52 578.76 3723.29-30.0 C 36 144.00 0.55 198.95 3343.47 651.11 3994.58-31.0 C 39 156.00 0.55 215.53 3559.00 705.37 4264.37-32.0 C 41 164.00 0.55 226.58 3785.58 741.54 4527.13-33.0 C 42 168.00 0.55 232.11 4017.69 759.63 4777.32-34.0 C 42 168.00 0.55 232.11 4249.80 759.63 5009.43-35.0 C 44 176.00 0.55 243.16 4492.96 795.80 5288.76-36.0 C 50 200.00 0.55 276.32 4769.28 904.32 5673.60-37.0 C 54 216.00 0.55 298.43 5067.71 976.67 6044.37-38.0 C 58 232.00 0.55 320.53 5388.24 1049.01 6437.25-39.0 C-40.0 C
BH : 289Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-2.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-3.0 C 5 20.00 0.55 27.63 44.21 90.43 134.64-4.0 C 8 32.00 0.55 44.21 88.42 144.69 233.11-5.0 C 9 36.00 0.55 49.74 138.16 162.78 300.94-6.0 C 9 36.00 0.55 49.74 187.90 162.78 350.68
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-7.0 C 9 36.00 0.55 49.74 237.64 162.78 400.41-8.0 C 9 36.00 0.55 49.74 287.37 162.78 450.15-9.0 C 9 36.00 0.55 49.74 337.11 162.78 499.89
-10.0 C 9 36.00 0.55 49.74 386.85 162.78 549.63-11.0 C 10 40.00 0.55 55.26 442.11 180.86 622.98-12.0 C 11 44.00 0.55 60.79 502.90 198.95 701.85-13.0 C 12 48.00 0.55 66.32 569.22 217.04 786.26-14.0 C 19 76.00 0.55 105.00 674.22 343.64 1017.86-15.0 SS 20 80.00 0.40 80.38 754.60 361.73 1116.33-16.0 SS 20 80.00 0.40 80.38 834.99 361.73 1196.72-17.0 SS 20 80.00 0.40 80.38 915.37 361.73 1277.10-18.0 SS 19 76.00 0.40 76.36 991.74 343.64 1335.38-19.0 SS 18 72.00 0.40 72.35 1064.08 325.56 1389.64-20.0 SS 21 84.00 0.40 84.40 1148.49 379.81 1528.30-21.0 SS 22 88.00 0.40 88.42 1236.91 397.90 1634.81-22.0 SS 25 100.00 0.40 100.48 1337.39 452.16 1789.55-23.0 SS 28 112.00 0.40 112.54 1449.93 506.42 1956.35-24.0 SS 29 116.00 0.40 116.56 1566.48 524.51 2090.99-25.0 SS 29 116.00 0.40 116.56 1683.04 524.51 2207.55
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0011.61 11.61 10.55 22.1623.21 34.82 21.10 55.9234.82 69.63 31.65 101.2842.55 112.19 42.20 154.3950.29 162.48 52.75 215.2358.03 220.50 63.30 283.8161.90 282.40 73.85 356.2565.76 348.16 84.40 432.5769.63 417.80 94.95 512.7577.37 495.17 105.50 600.6777.37 572.54 116.05 688.5977.37 649.90 126.60 776.5173.50 723.41 137.16 860.5665.76 789.17 147.71 936.8861.90 851.07 158.26 1009.3269.63 920.70 168.81 1089.5077.37 998.07 179.36 1177.4292.84 1090.91 189.91 1280.82
100.58 1191.49 200.46 1391.9592.84 1284.34 211.01 1495.3488.98 1373.31 221.56 1594.8785.11 1458.42 232.11 1690.5388.98 1547.39 242.66 1790.0596.71 1644.10 253.21 1897.31
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
100.58 1744.68 263.76 2008.44108.32 1853.00 274.31 2127.31108.32 1961.32 284.86 2246.18116.05 2077.37 295.41 2372.78123.79 2201.17 305.96 2507.13139.27 2340.43 316.51 2656.94150.87 2491.30 327.06 2818.36158.61 2649.91 337.61 2987.52162.48 2812.38 348.16 3160.55162.48 2974.86 358.71 3333.57170.21 3145.07 369.26 3514.34193.42 3338.50 379.81 3718.31208.90 3547.40 390.36 3937.76224.37 3771.77 400.92 4172.68
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.003.87 3.87 10.55 14.427.74 11.61 21.10 32.71
19.34 30.95 31.65 62.6030.95 61.90 42.20 104.1034.82 96.71 52.75 149.4634.82 131.53 63.30 194.83
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
34.82 166.34 73.85 240.2034.82 201.16 84.40 285.5634.82 235.98 94.95 330.9334.82 270.79 105.50 376.3038.68 309.48 116.05 425.5342.55 352.03 126.60 478.6446.42 398.45 137.16 535.6173.50 471.95 147.71 619.6656.27 528.22 158.26 686.4856.27 584.49 168.81 753.3056.27 640.76 179.36 820.1253.46 694.22 189.91 884.1250.64 744.86 200.46 945.3259.08 803.94 211.01 1014.9561.90 865.84 221.56 1087.3970.34 936.17 232.11 1168.2878.78 1014.95 242.66 1257.6181.59 1096.54 253.21 1349.7581.59 1178.13 263.76 1441.89
BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 4 16.00 0.55 22.11 33.16 72.35 105.50-3.0 C 6 24.00 0.55 33.16 66.32 108.52 174.84-4.0 C 6 24.00 0.55 33.16 99.48 108.52 207.99-5.0 C 6 24.00 0.55 33.16 132.63 108.52 241.15-6.0 C 3 12.00 0.55 16.58 149.21 54.26 203.47-7.0 C 4 16.00 0.55 22.11 171.32 72.35 243.66-8.0 C 6 24.00 0.55 33.16 204.48 108.52 313.00-9.0 C 8 32.00 0.55 44.21 248.69 144.69 393.38
-10.0 C 6 24.00 0.55 33.16 281.85 108.52 390.36-11.0 C 6 24.00 0.55 33.16 315.00 108.52 423.52-12.0 C 8 32.00 0.55 44.21 359.22 144.69 503.91-13.0 C 8 32.00 0.55 44.21 403.43 144.69 548.12-14.0 C 10 40.00 0.55 55.26 458.69 180.86 639.56-15.0 C 10 40.00 0.55 55.26 513.96 180.86 694.82-16.0 C 11 44.00 0.55 60.79 574.75 198.95 773.70-17.0 C 12 48.00 0.55 66.32 641.06 217.04 858.10-18.0 C 14 56.00 0.55 77.37 718.43 253.21 971.64-19.0 C 14 56.00 0.55 77.37 795.80 253.21 1049.01-20.0 C 16 64.00 0.55 88.42 884.22 289.38 1173.61-21.0 C 16 64.00 0.55 88.42 972.65 289.38 1262.03-22.0 C 18 72.00 0.55 99.48 1072.12 325.56 1397.68-23.0 C 20 80.00 0.55 110.53 1182.65 361.73 1544.38-24.0 C 20 80.00 0.55 110.53 1293.18 361.73 1654.91
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 23 92.00 0.55 127.11 1420.28 415.99 1836.27-26.0 C 25 100.00 0.55 138.16 1558.44 452.16 2010.60-27.0 C 26 104.00 0.55 143.69 1702.13 470.25 2172.38-28.0 C 28 112.00 0.55 154.74 1856.87 506.42 2363.29-29.0 C 29 116.00 0.55 160.27 2017.14 524.51 2541.64-30.0 C 30 120.00 0.55 165.79 2182.93 542.59 2725.52-31.0 C 31 124.00 0.55 171.32 2354.25 560.68 2914.92-32.0 C 33 132.00 0.55 182.37 2536.62 596.85 3133.47-33.0 C 35 140.00 0.55 193.42 2730.04 633.02 3363.07-34.0 C 37 148.00 0.55 204.48 2934.52 669.20 3603.72-35.0 C 40 160.00 0.55 221.06 3155.57 723.46 3879.03-36.0 C 42 168.00 0.55 232.11 3387.68 759.63 4147.31-37.0 C 50 200.00 0.55 276.32 3664.00 904.32 4568.32-38.0 C 56 224.00 0.55 309.48 3973.48 1012.84 4986.32-39.0 C-40.0 C
BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 5 20.00 0.55 27.63 38.68 90.43 129.12-3.0 SS 9 36.00 0.40 36.17 74.86 162.78 237.64-4.0 SS 10 40.00 0.40 40.19 115.05 180.86 295.91-5.0 SS 10 40.00 0.40 40.19 155.24 180.86 336.11-6.0 SS 10 40.00 0.40 40.19 195.43 180.86 376.30
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-7.0 SS 10 40.00 0.40 40.19 235.63 180.86 416.49-8.0 SS 10 40.00 0.40 40.19 275.82 180.86 456.68-9.0 SS 10 40.00 0.40 40.19 316.01 180.86 496.87
-10.0 SS 10 40.00 0.40 40.19 356.20 180.86 537.07-11.0 SS 10 40.00 0.40 40.19 396.39 180.86 577.26-12.0 SS 10 40.00 0.40 40.19 436.59 180.86 617.45-13.0 SS 10 40.00 0.40 40.19 476.78 180.86 657.64-14.0 SS 10 40.00 0.40 40.19 516.97 180.86 697.83-15.0 SS 10 40.00 0.40 40.19 557.16 180.86 738.03-16.0 SS 12 48.00 0.40 48.23 605.39 217.04 822.43-17.0 SS 12 48.00 0.40 48.23 653.62 217.04 870.66-18.0 SS 14 56.00 0.40 56.27 709.89 253.21 963.10-19.0 SS 15 60.00 0.40 60.29 770.18 271.30 1041.48-20.0 SS 12 48.00 0.40 48.23 818.41 217.04 1035.45-21.0 SS 11 44.00 0.40 44.21 862.62 198.95 1061.57-22.0 SS 12 48.00 0.40 48.23 910.85 217.04 1127.89-23.0 SS 18 72.00 0.40 72.35 983.20 325.56 1308.75-24.0 SS 20 80.00 0.40 80.38 1063.58 361.73 1425.31-25.0 SS 20 80.00 0.40 80.38 1143.96 361.73 1505.69
BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) P1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 S 0
-1.0 S 14 56.00 0.40 56.27 56.27 253.21 309.48-2.0 S 48 192.00 0.40 192.92 249.19 868.15 1117.34-3.0 C 50 200.00 0.55 276.32 525.51 904.32 1429.83-4.0 C 24 96.00 0.55 132.63 658.14 434.07 1092.22-5.0 C 14 56.00 0.55 77.37 735.51 253.21 988.72
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-6.0 C 16 64.00 0.55 88.42 823.94 289.38 1113.32-7.0 C 18 72.00 0.55 99.48 923.41 325.56 1248.97-8.0 C 19 76.00 0.55 105.00 1028.41 343.64 1372.05-9.0 C 20 80.00 0.55 110.53 1138.94 361.73 1500.67
-10.0 C 21 84.00 0.55 116.05 1255.00 379.81 1634.81-11.0 C 23 92.00 0.55 127.11 1382.10 415.99 1798.09-12.0 C 25 100.00 0.55 138.16 1520.26 452.16 1972.42-13.0 C 26 104.00 0.55 143.69 1663.95 470.25 2134.20-14.0 C 26 104.00 0.55 143.69 1807.64 470.25 2277.88-15.0 C 26 104.00 0.55 143.69 1951.32 470.25 2421.57-16.0 C 26 104.00 0.55 143.69 2095.01 470.25 2565.25-17.0 C 27 108.00 0.55 149.21 2244.22 488.33 2732.55-18.0 C 28 112.00 0.55 154.74 2398.96 506.42 2905.38-19.0 C 26 104.00 0.55 143.69 2542.65 470.25 3012.89-20.0 C 24 96.00 0.55 132.63 2675.28 434.07 3109.35-21.0 C 24 96.00 0.55 132.63 2807.91 434.07 3241.99-22.0 C 24 96.00 0.55 132.63 2940.55 434.07 3374.62-23.0 C 25 100.00 0.55 138.16 3078.71 452.16 3530.87-24.0 C 27 108.00 0.55 149.21 3227.92 488.33 3716.25-25.0 C 28 112.00 0.55 154.74 3382.66 506.42 3889.08-26.0 C 30 120.00 0.55 165.79 3548.45 542.59 4091.04-27.0 C 31 124.00 0.55 171.32 3719.77 560.68 4280.45-28.0 C 32 128.00 0.55 176.84 3896.61 578.76 4475.38-29.0 C 34 136.00 0.55 187.90 4084.51 614.94 4699.45-30.0 C 35 140.00 0.55 193.42 4277.94 633.02 4910.96-31.0 C 38 152.00 0.55 210.00 4487.94 687.28 5175.22-32.0 C 40 160.00 0.55 221.06 4709.00 723.46 5432.45-33.0 C 42 168.00 0.55 232.11 4941.10 759.63 5700.73-34.0 C 42 168.00 0.55 232.11 5173.21 759.63 5932.84-35.0 C 44 176.00 0.55 243.16 5416.37 795.80 6212.18-36.0 C 50 200.00 0.55 276.32 5692.69 904.32 6597.01-37.0 C 54 216.00 0.55 298.43 5991.12 976.67 6967.79-38.0 C 56 224.00 0.55 309.48 6300.60 1012.84 7313.44-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.007.74 7.74 10.55 18.29
15.47 23.21 21.10 44.3123.21 46.42 31.65 78.0723.21 69.63 42.20 111.8323.21 92.84 52.75 145.6011.61 104.45 63.30 167.7515.47 119.92 73.85 193.7823.21 143.13 84.40 227.5430.95 174.08 94.95 269.0423.21 197.29 105.50 302.8023.21 220.50 116.05 336.5630.95 251.45 126.60 378.0630.95 282.40 137.16 419.5538.68 321.08 147.71 468.7938.68 359.77 158.26 518.0242.55 402.32 168.81 571.1346.42 448.74 179.36 628.1054.16 502.90 189.91 692.8154.16 557.06 200.46 757.5261.90 618.96 211.01 829.9661.90 680.85 221.56 902.4169.63 750.49 232.11 982.5977.37 827.85 242.66 1070.5177.37 905.22 253.21 1158.43
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
88.98 994.20 263.76 1257.9696.71 1090.91 274.31 1365.22
100.58 1191.49 284.86 1476.35108.32 1299.81 295.41 1595.22112.19 1412.00 305.96 1717.96116.05 1528.05 316.51 1844.56119.92 1647.97 327.06 1975.03127.66 1775.63 337.61 2113.25135.40 1911.03 348.16 2259.19143.13 2054.16 358.71 2412.88154.74 2208.90 369.26 2578.17162.48 2371.38 379.81 2751.19193.42 2564.80 390.36 2955.17216.63 2781.44 400.92 3182.35
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.007.74 7.74 10.55 18.29
19.34 27.08 21.10 48.1825.32 52.40 31.65 84.0528.13 80.53 42.20 122.7428.13 108.67 52.75 161.4228.13 136.80 63.30 200.11
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
28.13 164.94 73.85 238.7928.13 193.07 84.40 277.4828.13 221.21 94.95 316.1628.13 249.34 105.50 354.8528.13 277.48 116.05 393.5328.13 305.61 126.60 432.2128.13 333.74 137.16 470.9028.13 361.88 147.71 509.5828.13 390.01 158.26 548.2733.76 423.77 168.81 592.5833.76 457.54 179.36 636.8939.39 496.92 189.91 686.8342.20 539.13 200.46 739.5833.76 572.89 211.01 783.8930.95 603.83 221.56 825.3933.76 637.60 232.11 869.7050.64 688.24 242.66 930.9056.27 744.51 253.21 997.7256.27 800.78 263.76 1064.54
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0039.39 39.39 10.55 49.94
135.05 174.43 21.10 195.53193.42 367.86 31.65 399.51
92.84 460.70 42.20 502.9054.16 514.86 52.75 567.61
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
61.90 576.76 63.30 640.0669.63 646.39 73.85 720.2473.50 719.89 84.40 804.2977.37 797.26 94.95 892.2181.24 878.50 105.50 984.0088.98 967.47 116.05 1083.5396.71 1064.18 126.60 1190.79
100.58 1164.76 137.16 1301.92100.58 1265.34 147.71 1413.05100.58 1365.93 158.26 1524.18100.58 1466.51 168.81 1635.31104.45 1570.95 179.36 1750.31108.32 1679.27 189.91 1869.18100.58 1779.85 200.46 1980.31
92.84 1872.70 211.01 2083.7092.84 1965.54 221.56 2187.1092.84 2058.38 232.11 2290.4996.71 2155.10 242.66 2397.75
104.45 2259.54 253.21 2512.75108.32 2367.86 263.76 2631.62116.05 2483.92 274.31 2758.23119.92 2603.84 284.86 2888.70123.79 2727.63 295.41 3023.04131.53 2859.16 305.96 3165.12135.40 2994.56 316.51 3311.07147.00 3141.56 327.06 3468.62154.74 3296.30 337.61 3633.91162.48 3458.77 348.16 3806.94162.48 3621.25 358.71 3979.96170.21 3791.46 369.26 4160.73193.42 3984.89 379.81 4364.70208.90 4193.78 390.36 4584.15216.63 4410.42 400.92 4811.33
BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 10 40.00 0.55 55.26 121.58 180.86 302.44-4.0 C 14 56.00 0.55 77.37 198.95 253.21 452.16-5.0 C 26 104.00 0.55 143.69 342.64 470.25 812.88-6.0 C 50 200.00 0.55 276.32 618.96 904.32 1523.28-7.0 C 56 224.00 0.55 309.48 928.44 1012.84 1941.27-8.0 C 46 184.00 0.55 254.21 1182.65 831.97 2014.62-9.0 C 40 160.00 0.55 221.06 1403.71 723.46 2127.16
-10.0 C 32 128.00 0.55 176.84 1580.55 578.76 2159.32-11.0 C 28 112.00 0.55 154.74 1735.29 506.42 2241.71-12.0 C 27 108.00 0.55 149.21 1884.50 488.33 2372.84-13.0 C 26 104.00 0.55 143.69 2028.19 470.25 2498.44-14.0 C 27 108.00 0.55 149.21 2177.40 488.33 2665.73-15.0 C 29 116.00 0.55 160.27 2337.67 524.51 2862.17-16.0 C 31 124.00 0.55 171.32 2508.99 560.68 3069.66-17.0 C 34 136.00 0.55 187.90 2696.88 614.94 3311.82-18.0 C 36 144.00 0.55 198.95 2895.83 651.11 3546.94-19.0 C 39 156.00 0.55 215.53 3111.36 705.37 3816.73-20.0 C 41 164.00 0.55 226.58 3337.95 741.54 4079.49-21.0 C 43 172.00 0.55 237.64 3575.58 777.72 4353.30-22.0 C 45 180.00 0.55 248.69 3824.27 813.89 4638.16-23.0 C 46 184.00 0.55 254.21 4078.48 831.97 4910.46-24.0 C 46 184.00 0.55 254.21 4332.70 831.97 5164.67
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 45 180.00 0.55 248.69 4581.39 813.89 5395.27-26.0 C 43 172.00 0.55 237.64 4819.02 777.72 5596.74-27.0 C 44 176.00 0.55 243.16 5062.18 795.80 5857.98-28.0 C 46 184.00 0.55 254.21 5316.40 831.97 6148.37-29.0 C 48 192.00 0.55 265.27 5581.66 868.15 6449.81-30.0 C 50 200.00 0.55 276.32 5857.98 904.32 6762.30-31.0 C 51 204.00 0.55 281.85 6139.83 922.41 7062.24-32.0 C 52 208.00 0.55 287.37 6427.20 940.49 7367.70-33.0 C 54 216.00 0.55 298.43 6725.63 976.67 7702.29-34.0 C 56 224.00 0.55 309.48 7035.11 1012.84 8047.95-35.0 C 56 224.00 0.55 309.48 7344.59 1012.84 8357.42-36.0 C 56 224.00 0.55 309.48 7654.06 1012.84 8666.90-37.0 C 57 228.00 0.55 315.00 7969.07 1030.92 8999.99-38.0 C 54 216.00 0.55 298.43 8267.49 976.67 9244.16-39.0 C-40.0 C
BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-4.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-5.0 C 10 40.00 0.55 55.26 66.32 180.86 247.18-6.0 C 18 72.00 0.55 99.48 165.79 325.56 491.35
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-7.0 C 17 68.00 0.55 93.95 259.74 307.47 567.21-8.0 C 15 60.00 0.55 82.90 342.64 271.30 613.93-9.0 C 15 60.00 0.55 82.90 425.53 271.30 696.83
-10.0 C 15 60.00 0.55 82.90 508.43 271.30 779.72-11.0 C 15 60.00 0.55 82.90 591.32 271.30 862.62-12.0 C 16 64.00 0.55 88.42 679.75 289.38 969.13-13.0 C 16 64.00 0.55 88.42 768.17 289.38 1057.55-14.0 C 17 68.00 0.55 93.95 862.12 307.47 1169.59-15.0 C 18 72.00 0.55 99.48 961.59 325.56 1287.15-16.0 C 19 76.00 0.55 105.00 1066.60 343.64 1410.24-17.0 C 19 76.00 0.55 105.00 1171.60 343.64 1515.24-18.0 C 19 76.00 0.55 105.00 1276.60 343.64 1620.24-19.0 C 20 80.00 0.55 110.53 1387.13 361.73 1748.85-20.0 C 18 72.00 0.55 99.48 1486.60 325.56 1812.16-21.0 C 17 68.00 0.55 93.95 1580.55 307.47 1888.02-22.0 C 17 68.00 0.55 93.95 1674.50 307.47 1981.97-23.0 C 17 68.00 0.55 93.95 1768.45 307.47 2075.92-24.0 C 17 68.00 0.55 93.95 1862.40 307.47 2169.87-25.0 C 17 68.00 0.55 93.95 1956.35 307.47 2263.81
BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) P1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 9 36.00 0.55 49.74 116.05 162.78 278.83-4.0 C 10 40.00 0.55 55.26 171.32 180.86 352.18-5.0 C 12 48.00 0.55 66.32 237.64 217.04 454.67
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-6.0 C 11 44.00 0.55 60.79 298.43 198.95 497.38-7.0 C 14 56.00 0.55 77.37 375.80 253.21 629.00-8.0 C 16 64.00 0.55 88.42 464.22 289.38 753.60-9.0 C 20 80.00 0.55 110.53 574.75 361.73 936.47
-10.0 C 24 96.00 0.55 132.63 707.38 434.07 1141.45-11.0 C 26 104.00 0.55 143.69 851.07 470.25 1321.31-12.0 C 24 96.00 0.55 132.63 983.70 434.07 1417.77-13.0 C 24 96.00 0.55 132.63 1116.33 434.07 1550.41-14.0 C 27 108.00 0.55 149.21 1265.55 488.33 1753.88-15.0 C 30 120.00 0.55 165.79 1431.34 542.59 1973.93-16.0 C 34 136.00 0.55 187.90 1619.24 614.94 2234.17-17.0 C 33 132.00 0.55 182.37 1801.61 596.85 2398.46-18.0 C 32 128.00 0.55 176.84 1978.45 578.76 2557.22-19.0 C 30 120.00 0.55 165.79 2144.24 542.59 2686.84-20.0 C 32 128.00 0.55 176.84 2321.09 578.76 2899.85-21.0 C 34 136.00 0.55 187.90 2508.99 614.94 3123.92-22.0 C 35 140.00 0.55 193.42 2702.41 633.02 3335.43-23.0 C 36 144.00 0.55 198.95 2901.36 651.11 3552.47-24.0 C 37 148.00 0.55 204.48 3105.84 669.20 3775.03-25.0 C 39 156.00 0.55 215.53 3321.37 705.37 4026.74-26.0 C 40 160.00 0.55 221.06 3542.42 723.46 4265.88-27.0 C 42 168.00 0.55 232.11 3774.53 759.63 4534.16-28.0 C 46 184.00 0.55 254.21 4028.75 831.97 4860.72-29.0 C 49 196.00 0.55 270.79 4299.54 886.23 5185.77-30.0 C 50 200.00 0.55 276.32 4575.86 904.32 5480.18-31.0 C 52 208.00 0.55 287.37 4863.23 940.49 5803.72-32.0 C 53 212.00 0.55 292.90 5156.13 958.58 6114.71-33.0 C 54 216.00 0.55 298.43 5454.56 976.67 6431.22-34.0 C 56 224.00 0.55 309.48 5764.04 1012.84 6776.87-35.0 C 57 228.00 0.55 315.00 6079.04 1030.92 7109.96-36.0 C 55 220.00 0.55 303.95 6382.99 994.75 7377.74-37.0 C 54 216.00 0.55 298.43 6681.42 976.67 7658.08-38.0 C 54 216.00 0.55 298.43 6979.84 976.67 7956.51-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5238.68 85.11 31.65 116.7654.16 139.27 42.20 181.47
100.58 239.85 52.75 292.60193.42 433.27 63.30 496.57216.63 649.90 73.85 723.76177.95 827.85 84.40 912.26154.74 982.59 94.95 1077.55123.79 1106.39 105.50 1211.89108.32 1214.70 116.05 1330.76104.45 1319.15 126.60 1445.76100.58 1419.73 137.16 1556.89104.45 1524.18 147.71 1671.89112.19 1636.37 158.26 1794.62119.92 1756.29 168.81 1925.10131.53 1887.82 179.36 2067.18139.27 2027.08 189.91 2216.99150.87 2177.95 200.46 2378.41158.61 2336.56 211.01 2547.57166.34 2502.91 221.56 2724.46174.08 2676.99 232.11 2909.10177.95 2854.94 242.66 3097.60177.95 3032.89 253.21 3286.10
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
174.08 3206.97 263.76 3470.73166.34 3373.31 274.31 3647.62170.21 3543.53 284.86 3828.39177.95 3721.48 295.41 4016.89185.69 3907.16 305.96 4213.13193.42 4100.59 316.51 4417.10197.29 4297.88 327.06 4624.94201.16 4499.04 337.61 4836.66208.90 4707.94 348.16 5056.10216.63 4924.58 358.71 5283.29216.63 5141.21 369.26 5510.47216.63 5357.84 379.81 5737.66220.50 5578.35 390.36 5968.71208.90 5787.25 400.92 6188.16
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.000.00 0.00 10.55 10.550.00 0.00 21.10 21.100.00 0.00 31.65 31.657.74 7.74 42.20 49.94
38.68 46.42 52.75 99.1769.63 116.05 63.30 179.36
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
65.76 181.82 73.85 255.6758.03 239.85 84.40 324.2558.03 297.87 94.95 392.8358.03 355.90 105.50 461.4058.03 413.93 116.05 529.9861.90 475.82 126.60 602.4361.90 537.72 137.16 674.8765.76 603.48 147.71 751.1969.63 673.12 158.26 831.3773.50 746.62 168.81 915.4273.50 820.12 179.36 999.4773.50 893.62 189.91 1083.5377.37 970.99 200.46 1171.4569.63 1040.62 211.01 1251.6365.76 1106.39 221.56 1327.9465.76 1172.15 232.11 1404.2665.76 1237.91 242.66 1480.5765.76 1303.68 253.21 1556.8965.76 1369.44 263.76 1633.20
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5234.82 81.24 31.65 112.8938.68 119.92 42.20 162.1246.42 166.34 52.75 219.10
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
42.55 208.90 63.30 272.2054.16 263.06 73.85 336.9161.90 324.95 84.40 409.3677.37 402.32 94.95 497.2892.84 495.17 105.50 600.67
100.58 595.75 116.05 711.8092.84 688.59 126.60 815.1992.84 781.43 137.16 918.59
104.45 885.88 147.71 1033.59116.05 1001.94 158.26 1160.19131.53 1133.46 168.81 1302.27127.66 1261.12 179.36 1440.48123.79 1384.92 189.91 1574.82116.05 1500.97 200.46 1701.43123.79 1624.76 211.01 1835.77131.53 1756.29 221.56 1977.85135.40 1891.69 232.11 2123.80139.27 2030.95 242.66 2273.61143.13 2174.09 253.21 2427.30150.87 2324.96 263.76 2588.72154.74 2479.70 274.31 2754.01162.48 2642.17 284.86 2927.03177.95 2820.12 295.41 3115.53189.56 3009.68 305.96 3315.64193.42 3203.10 316.51 3519.61201.16 3404.26 327.06 3731.32205.03 3609.29 337.61 3946.90208.90 3818.19 348.16 4166.35216.63 4034.82 358.71 4393.54220.50 4255.33 369.26 4624.59212.77 4468.09 379.81 4847.91208.90 4676.99 390.36 5067.36208.90 4885.89 400.92 5286.81
BH : 221Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 10 40.00 0.55 55.26-2.0 C 10 40.00 0.55 55.26 55.26 180.86 236.13-3.0 C 12 48.00 0.55 66.32 121.58 217.04 338.62-4.0 C 16 64.00 0.55 88.42 210.00 289.38 499.39-5.0 C 18 72.00 0.55 99.48 309.48 325.56 635.03-6.0 C 20 80.00 0.55 110.53 420.01 361.73 781.73-7.0 C 22 88.00 0.55 121.58 541.59 397.90 939.49-8.0 C 24 96.00 0.55 132.63 674.22 434.07 1108.29-9.0 C 26 104.00 0.55 143.69 817.91 470.25 1288.15
-10.0 C 24 96.00 0.55 132.63 950.54 434.07 1384.61-11.0 C 24 96.00 0.55 132.63 1083.17 434.07 1517.25-12.0 C 26 104.00 0.55 143.69 1226.86 470.25 1697.11-13.0 C 25 100.00 0.55 138.16 1365.02 452.16 1817.18-14.0 C 23 92.00 0.55 127.11 1492.13 415.99 1908.12-15.0 C 24 96.00 0.55 132.63 1624.76 434.07 2058.84-16.0 C 30 120.00 0.55 165.79 1790.55 542.59 2333.15-17.0 C 32 128.00 0.55 176.84 1967.40 578.76 2546.16-18.0 C 34 136.00 0.55 187.90 2155.30 614.94 2770.23-19.0 C 30 120.00 0.55 165.79 2321.09 542.59 2863.68-20.0 C 32 128.00 0.55 176.84 2497.93 578.76 3076.70-21.0 C 32 128.00 0.55 176.84 2674.78 578.76 3253.54-22.0 C 32 128.00 0.55 176.84 2851.62 578.76 3430.39-23.0 C 32 128.00 0.55 176.84 3028.47 578.76 3607.23-24.0 C 32 128.00 0.55 176.84 3205.31 578.76 3784.08
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 32 128.00 0.55 176.84 3382.16 578.76 3960.92-26.0 C 34 136.00 0.55 187.90 3570.05 614.94 4184.99-27.0 C 34 136.00 0.55 187.90 3757.95 614.94 4372.89-28.0 C 34 136.00 0.55 187.90 3945.85 614.94 4560.79-29.0 C 35 140.00 0.55 193.42 4139.27 633.02 4772.30-30.0 C 36 144.00 0.55 198.95 4338.22 651.11 4989.33-31.0 C 38 152.00 0.55 210.00 4548.23 687.28 5235.51-32.0 C 40 160.00 0.55 221.06 4769.28 723.46 5492.74-33.0 C 43 172.00 0.55 237.64 5006.92 777.72 5784.63-34.0 C 45 180.00 0.55 248.69 5255.61 813.89 6069.49-35.0 C 47 188.00 0.55 259.74 5515.35 850.06 6365.41-36.0 C 49 196.00 0.55 270.79 5786.14 886.23 6672.37-37.0 C 50 200.00 0.55 276.32 6062.46 904.32 6966.78-38.0 C 54 216.00 0.55 298.43 6360.89 976.67 7337.55-39.0 C 56 224.00 0.55 309.48 6670.36 1012.84 7683.20-40.0 C
BH : 221Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 4 16.00 0.55 22.11 38.68 72.35 111.03-6.0 C 7 28.00 0.55 38.68 77.37 126.60 203.97-7.0 C 7 28.00 0.55 38.68 116.05 126.60 242.66
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-8.0 C 8 32.00 0.55 44.21 160.27 144.69 304.96-9.0 C 8 32.00 0.55 44.21 204.48 144.69 349.17
-10.0 C 10 40.00 0.55 55.26 259.74 180.86 440.60-11.0 C 12 48.00 0.55 66.32 326.06 217.04 543.09-12.0 C 13 52.00 0.55 71.84 397.90 235.12 633.02-13.0 C 14 56.00 0.55 77.37 475.27 253.21 728.48-14.0 C 15 60.00 0.55 82.90 558.17 271.30 829.46-15.0 C 16 64.00 0.55 88.42 646.59 289.38 935.97-16.0 C 16 64.00 0.55 88.42 735.01 289.38 1024.39-17.0 C 16 64.00 0.55 88.42 823.43 289.38 1112.82-18.0 C 16 64.00 0.55 88.42 911.86 289.38 1201.24-19.0 C 16 64.00 0.55 88.42 1000.28 289.38 1289.66-20.0 C 17 68.00 0.55 93.95 1094.23 307.47 1401.70-21.0 C 18 72.00 0.55 99.48 1193.70 325.56 1519.26-22.0 C 18 72.00 0.55 99.48 1293.18 325.56 1618.73-23.0 C 19 76.00 0.55 105.00 1398.18 343.64 1741.82-24.0 C 19 76.00 0.55 105.00 1503.18 343.64 1846.82-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
38.68 38.68 21.10 59.7946.42 85.11 31.65 116.7661.90 147.00 42.20 189.2069.63 216.63 52.75 269.3977.37 294.00 63.30 357.3185.11 379.11 73.85 452.9692.84 471.95 84.40 556.36
100.58 572.54 94.95 667.4992.84 665.38 105.50 770.8892.84 758.22 116.05 874.28
100.58 858.80 126.60 985.4196.71 955.51 137.16 1092.6788.98 1044.49 147.71 1192.2092.84 1137.33 158.26 1295.59
116.05 1253.39 168.81 1422.19123.79 1377.18 179.36 1556.54131.53 1508.71 189.91 1698.61116.05 1624.76 200.46 1825.22123.79 1748.55 211.01 1959.56123.79 1872.34 221.56 2093.90123.79 1996.14 232.11 2228.24123.79 2119.93 242.66 2362.59123.79 2243.72 253.21 2496.93
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
123.79 2367.51 263.76 2631.27131.53 2499.04 274.31 2773.35131.53 2630.57 284.86 2915.43131.53 2762.09 295.41 3057.51135.40 2897.49 305.96 3203.45139.27 3036.76 316.51 3353.27147.00 3183.76 327.06 3510.82154.74 3338.50 337.61 3676.11166.34 3504.84 348.16 3853.01174.08 3678.92 358.71 4037.64181.82 3860.74 369.26 4230.01189.56 4050.30 379.81 4430.11193.42 4243.72 390.36 4634.09208.90 4452.62 400.92 4853.54216.63 4669.26 411.47 5080.72
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.81
15.47 27.08 52.75 79.8327.08 54.16 63.30 117.4627.08 81.24 73.85 155.09
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
30.95 112.19 84.40 196.5930.95 143.13 94.95 238.0938.68 181.82 105.50 287.3246.42 228.24 116.05 344.2950.29 278.53 126.60 405.1454.16 332.69 137.16 469.8458.03 390.72 147.71 538.4261.90 452.61 158.26 610.8761.90 514.51 168.81 683.3161.90 576.40 179.36 755.7661.90 638.30 189.91 828.2161.90 700.19 200.46 900.6565.76 765.96 211.01 976.9769.63 835.59 221.56 1057.1569.63 905.22 232.11 1137.3373.50 978.73 242.66 1221.3873.50 1052.23 253.21 1305.44
BH : 240Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11-2.0 C 10 40.00 0.55 55.26 55.26 180.86 236.13-3.0 C 13 52.00 0.55 71.84 127.11 235.12 362.23-4.0 C 15 60.00 0.55 82.90 210.00 271.30 481.30-5.0 C 16 64.00 0.55 88.42 298.43 289.38 587.81-6.0 C 18 72.00 0.55 99.48 397.90 325.56 723.46-7.0 C 20 80.00 0.55 110.53 508.43 361.73 870.16-8.0 C 22 88.00 0.55 121.58 630.01 397.90 1027.91-9.0 C 24 96.00 0.55 132.63 762.64 434.07 1196.72
-10.0 C 26 104.00 0.55 143.69 906.33 470.25 1376.58-11.0 C 28 112.00 0.55 154.74 1061.07 506.42 1567.49-12.0 C 30 120.00 0.55 165.79 1226.86 542.59 1769.45-13.0 C 32 128.00 0.55 176.84 1403.71 578.76 1982.47-14.0 C 34 136.00 0.55 187.90 1591.60 614.94 2206.54-15.0 C 34 136.00 0.55 187.90 1779.50 614.94 2394.44-16.0 C 36 144.00 0.55 198.95 1978.45 651.11 2629.56-17.0 C 37 148.00 0.55 204.48 2182.93 669.20 2852.12-18.0 C 40 160.00 0.55 221.06 2403.98 723.46 3127.44-19.0 C 40 160.00 0.55 221.06 2625.04 723.46 3348.50-20.0 C 42 168.00 0.55 232.11 2857.15 759.63 3616.78-21.0 C 42 168.00 0.55 232.11 3089.26 759.63 3848.89-22.0 C 44 176.00 0.55 243.16 3332.42 795.80 4128.22-23.0 C 44 176.00 0.55 243.16 3575.58 795.80 4371.38-24.0 C 46 184.00 0.55 254.21 3829.80 831.97 4661.77
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 46 184.00 0.55 254.21 4084.01 831.97 4915.98-26.0 C 48 192.00 0.55 265.27 4349.28 868.15 5217.42-27.0 C 49 196.00 0.55 270.79 4620.07 886.23 5506.30-28.0 C 50 200.00 0.55 276.32 4896.39 904.32 5800.71-29.0 C 52 208.00 0.55 287.37 5183.76 940.49 6124.26-30.0 C 52 208.00 0.55 287.37 5471.14 940.49 6411.63-31.0 C 53 212.00 0.55 292.90 5764.04 958.58 6722.61-32.0 C 55 220.00 0.55 303.95 6067.99 994.75 7062.74-33.0 C 56 224.00 0.55 309.48 6377.47 1012.84 7390.30-34.0 C 56 224.00 0.55 309.48 6686.94 1012.84 7699.78-35.0 C 57 228.00 0.55 315.00 7001.95 1030.92 8032.87-36.0 C 59 236.00 0.55 326.06 7328.01 1067.10 8395.10-37.0 C 60 240.00 0.55 331.58 7659.59 1085.18 8744.77-38.0 C 60 240.00 0.55 331.58 7991.17 1085.18 9076.36-39.0 C 60 240.00 0.55 331.58 8322.76 1085.18 9407.94-40.0 C
BH : 240Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 8 32.00 0.55 44.21 60.79 144.69 205.48-6.0 C 12 48.00 0.55 66.32 127.11 217.04 344.14-7.0 C 16 64.00 0.55 88.42 215.53 289.38 504.91
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-8.0 C 17 68.00 0.55 93.95 309.48 307.47 616.95-9.0 C 18 72.00 0.55 99.48 408.95 325.56 734.51
-10.0 C 18 72.00 0.55 99.48 508.43 325.56 833.98-11.0 C 18 72.00 0.55 99.48 607.90 325.56 933.46-12.0 C 18 72.00 0.55 99.48 707.38 325.56 1032.93-13.0 C 18 72.00 0.55 99.48 806.85 325.56 1132.41-14.0 C 18 72.00 0.55 99.48 906.33 325.56 1231.88-15.0 C 18 72.00 0.55 99.48 1005.80 325.56 1331.36-16.0 C 18 72.00 0.55 99.48 1105.28 325.56 1430.84-17.0 C 20 80.00 0.55 110.53 1215.81 361.73 1577.54-18.0 C 20 80.00 0.55 110.53 1326.34 361.73 1688.06-19.0 C 20 80.00 0.55 110.53 1436.86 361.73 1798.59-20.0 C 19 76.00 0.55 105.00 1541.87 343.64 1885.51-21.0 C 19 76.00 0.55 105.00 1646.87 343.64 1990.51-22.0 C 19 76.00 0.55 105.00 1751.87 343.64 2095.51-23.0 C 19 76.00 0.55 105.00 1856.87 343.64 2200.51-24.0 C 19 76.00 0.55 105.00 1961.87 343.64 2305.51-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
38.68 38.68 21.10 59.7950.29 88.98 31.65 120.6358.03 147.00 42.20 189.2061.90 208.90 52.75 261.6569.63 278.53 63.30 341.8377.37 355.90 73.85 429.7585.11 441.01 84.40 525.4192.84 533.85 94.95 628.80
100.58 634.43 105.50 739.93108.32 742.75 116.05 858.80116.05 858.80 126.60 985.41123.79 982.59 137.16 1119.75131.53 1114.12 147.71 1261.83131.53 1245.65 158.26 1403.91139.27 1384.92 168.81 1553.72143.13 1528.05 179.36 1707.41154.74 1682.79 189.91 1872.70154.74 1837.53 200.46 2037.99162.48 2000.00 211.01 2211.01162.48 2162.48 221.56 2384.04170.21 2332.69 232.11 2564.80170.21 2502.91 242.66 2745.57177.95 2680.86 253.21 2934.07
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
177.95 2858.81 263.76 3122.57185.69 3044.49 274.31 3318.80189.56 3234.05 284.86 3518.91193.42 3427.47 295.41 3722.88201.16 3628.63 305.96 3934.60201.16 3829.80 316.51 4146.31205.03 4034.82 327.06 4361.89212.77 4247.59 337.61 4585.20216.63 4464.23 348.16 4812.39216.63 4680.86 358.71 5039.57220.50 4901.36 369.26 5270.63228.24 5129.60 379.81 5509.42232.11 5361.71 390.36 5752.08232.11 5593.82 400.92 5994.74232.11 5825.93 411.47 6237.40
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.81
30.95 42.55 52.75 95.3146.42 88.98 63.30 152.2861.90 150.87 73.85 224.72
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
65.76 216.63 84.40 301.0469.63 286.27 94.95 381.2269.63 355.90 105.50 461.4069.63 425.53 116.05 541.5969.63 495.17 126.60 621.7769.63 564.80 137.16 701.9569.63 634.43 147.71 782.1469.63 704.06 158.26 862.3269.63 773.70 168.81 942.5077.37 851.07 179.36 1030.4277.37 928.44 189.91 1118.3477.37 1005.80 200.46 1206.2673.50 1079.31 211.01 1290.3173.50 1152.81 221.56 1374.3773.50 1226.31 232.11 1458.4273.50 1299.81 242.66 1542.4773.50 1373.31 253.21 1626.52
BH : 250Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 4 16.00 0.55 22.11-2.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-3.0 C 10 40.00 0.55 55.26 88.42 180.86 269.29-4.0 C 14 56.00 0.55 77.37 165.79 253.21 419.00-5.0 C 16 64.00 0.55 88.42 254.21 289.38 543.60-6.0 C 16 64.00 0.55 88.42 342.64 289.38 632.02-7.0 C 17 68.00 0.55 93.95 436.59 307.47 744.05-8.0 C 19 76.00 0.55 105.00 541.59 343.64 885.23-9.0 C 20 80.00 0.55 110.53 652.12 361.73 1013.84
-10.0 C 20 80.00 0.55 110.53 762.64 361.73 1124.37-11.0 C 22 88.00 0.55 121.58 884.22 397.90 1282.12-12.0 C 24 96.00 0.55 132.63 1016.86 434.07 1450.93-13.0 C 26 104.00 0.55 143.69 1160.54 470.25 1630.79-14.0 C 24 96.00 0.55 132.63 1293.18 434.07 1727.25-15.0 C 25 100.00 0.55 138.16 1431.34 452.16 1883.50-16.0 C 27 108.00 0.55 149.21 1580.55 488.33 2068.88-17.0 C 28 112.00 0.55 154.74 1735.29 506.42 2241.71-18.0 C 30 120.00 0.55 165.79 1901.08 542.59 2443.67-19.0 C 31 124.00 0.55 171.32 2072.40 560.68 2633.08-20.0 C 33 132.00 0.55 182.37 2254.77 596.85 2851.62-21.0 C 34 136.00 0.55 187.90 2442.67 614.94 3057.61-22.0 C 35 140.00 0.55 193.42 2636.09 633.02 3269.12-23.0 C 36 144.00 0.55 198.95 2835.04 651.11 3486.15-24.0 C 37 148.00 0.55 204.48 3039.52 669.20 3708.72
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-25.0 C 38 152.00 0.55 210.00 3249.52 687.28 3936.81-26.0 C 39 156.00 0.55 215.53 3465.05 705.37 4170.42-27.0 C 42 168.00 0.55 232.11 3697.16 759.63 4456.79-28.0 C 44 176.00 0.55 243.16 3940.32 795.80 4736.12-29.0 C 48 192.00 0.55 265.27 4205.59 868.15 5073.74-30.0 C 52 208.00 0.55 287.37 4492.96 940.49 5433.46-31.0 C 53 212.00 0.55 292.90 4785.86 958.58 5744.44-32.0 C 51 204.00 0.55 281.85 5067.71 922.41 5990.12-33.0 C 50 200.00 0.55 276.32 5344.03 904.32 6248.35-34.0 C 52 208.00 0.55 287.37 5631.40 940.49 6571.89-35.0 C 53 212.00 0.55 292.90 5924.30 958.58 6882.88-36.0 C 55 220.00 0.55 303.95 6228.25 994.75 7223.00-37.0 C 57 228.00 0.55 315.00 6543.26 1030.92 7574.18-38.0 C 59 236.00 0.55 326.06 6869.32 1067.10 7936.41-39.0 C 60 240.00 0.55 331.58 7200.90 1085.18 8286.08-40.0 C
BH : 250Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2
Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m
Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30
SPT Correction 0.8
Soil Properties Compressio Capacity (kN)
Layer N-SPT α FrictionEnd Qu
Local Cumm0 C 0
-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 2 8.00 0.55 11.05 27.63 36.17 63.80-6.0 C 3 12.00 0.55 16.58 44.21 54.26 98.47-7.0 C 6 24.00 0.55 33.16 77.37 108.52 185.89
Depth (m) Cu
(kN/m2)
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
-8.0 C 7 28.00 0.55 38.68 116.05 126.60 242.66-9.0 C 9 36.00 0.55 49.74 165.79 162.78 328.57
-10.0 C 10 40.00 0.55 55.26 221.06 180.86 401.92-11.0 C 10 40.00 0.55 55.26 276.32 180.86 457.18-12.0 C 10 40.00 0.55 55.26 331.58 180.86 512.45-13.0 C 10 40.00 0.55 55.26 386.85 180.86 567.71-14.0 C 11 44.00 0.55 60.79 447.64 198.95 646.59-15.0 C 12 48.00 0.55 66.32 513.96 217.04 730.99-16.0 C 14 56.00 0.55 77.37 591.32 253.21 844.53-17.0 C 14 56.00 0.55 77.37 668.69 253.21 921.90-18.0 C 15 60.00 0.55 82.90 751.59 271.30 1022.89-19.0 C 15 60.00 0.55 82.90 834.49 271.30 1105.78-20.0 C 16 64.00 0.55 88.42 922.91 289.38 1212.29-21.0 C 17 68.00 0.55 93.95 1016.86 307.47 1324.33-22.0 C 19 76.00 0.55 105.00 1121.86 343.64 1465.50-23.0 C 19 76.00 0.55 105.00 1226.86 343.64 1570.50-24.0 C 20 80.00 0.55 110.53 1337.39 361.73 1699.12-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
23.21 23.21 21.10 44.3138.68 61.90 31.65 93.5554.16 116.05 42.20 158.2661.90 177.95 52.75 230.7061.90 239.85 63.30 303.1565.76 305.61 73.85 379.4673.50 379.11 84.40 463.5177.37 456.48 94.95 551.4377.37 533.85 105.50 639.3585.11 618.96 116.05 735.0192.84 711.80 126.60 838.41
100.58 812.38 137.16 949.5492.84 905.22 147.71 1052.9396.71 1001.94 158.26 1160.19
104.45 1106.39 168.81 1275.19108.32 1214.70 179.36 1394.06116.05 1330.76 189.91 1520.66119.92 1450.68 200.46 1651.14127.66 1578.34 211.01 1789.35131.53 1709.87 221.56 1931.43135.40 1845.26 232.11 2077.37139.27 1984.53 242.66 2227.19143.13 2127.66 253.21 2380.87
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
147.00 2274.67 263.76 2538.43150.87 2425.54 274.31 2699.85162.48 2588.01 284.86 2872.87170.21 2758.23 295.41 3053.64185.69 2943.91 305.96 3249.87201.16 3145.07 316.51 3461.59205.03 3350.10 327.06 3677.17197.29 3547.40 337.61 3885.01193.42 3740.82 348.16 4088.98201.16 3941.98 358.71 4300.69205.03 4147.01 369.26 4516.27212.77 4359.78 379.81 4739.59220.50 4580.28 390.36 4970.65228.24 4808.52 400.92 5209.44232.11 5040.63 411.47 5452.10
Pull Out Capacity (kN)Friction
Wp QpuLocal Cumm
0.00 0.0010.55 10.55
0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.817.74 19.34 52.75 72.09
11.61 30.95 63.30 94.2523.21 54.16 73.85 128.01
Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)
= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)
= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area
Ultimate (Qu) = Qs + Qp
Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp
27.08 81.24 84.40 165.6434.82 116.05 94.95 211.0138.68 154.74 105.50 260.2438.68 193.42 116.05 309.4838.68 232.11 126.60 358.7138.68 270.79 137.16 407.9542.55 313.35 147.71 461.0546.42 359.77 158.26 518.0254.16 413.93 168.81 582.7354.16 468.09 179.36 647.4458.03 526.11 189.91 716.0258.03 584.14 200.46 784.6061.90 646.04 211.01 857.0465.76 711.80 221.56 933.3673.50 785.30 232.11 1017.4173.50 858.80 242.66 1101.4677.37 936.17 253.21 1189.38
top related