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8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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PT.Kalimantan Soil EngineeringSoil Testing, Foundation, Geotechnic Design and Research
Secara umum untuk kondisi tanah pada area PLTU Buntok ini dipe
pondasi tiang pancang diperlukan hammer yang cukup besar minimum K
dengan diameter yang lebih dari 400 mm atau menggunakan diameter dengan sambungan (jointed pile). Dengan cara ini kemungkinan tidak dip
rata 30.0 meter dari muka tanah, dengan lapisan pendukung diujung tiang
Tabel 1. Rekomendasi pondasi pada titik-titik boring
Exi
0.0 - 2.5 Very dense fine sand
2.5 - 4.0 Very dense silty sand
28.0 - 34.0 Very dense fine sand
3.3 - 3.7 Very dense silty fine sand
3.7 - 8.0 Dense fine sand
12.5 - 17.0 Very dense fine to coarse sand
4.3 - 8.4 Very dense silty fine sand40.0 - 42.0 Very dense fine sand
42.0 - 44.0 Very dense coal
2.0 - 4.0 Dense fine sand
30.0 - 36.0 Dense fine to medium sand
4.0 - 8.0 Dense fine sand
32.0 - 36.0 Very dense fine to medium sand
6.0 - 8.0 Very dense silty fine sand
18.0 - 22.0 Dense medium sand
32.0 - 40.0 Dense fine to medium sand
12.0 - 14.0 Dense silty fine sand
24.0 - 30.0 Very dense sand8 DH - 11 32.0 - 38.0 Dense to very dense sand 95
9 DH - 12 16.0 - 20.0 Very dense fine to medium sand 9
4.0 - 8.0 Dense medium to coarse sand
34.0 - 38.0 Very dense medium sand
11 DH - 14 40.0 - 44.0 Very dense fine to medium sand 11
12 DH - 15 26.0 - 32.0 Very dense fine to medium sand 10
2 DH - 4
3 DH - 5
10
10
4 DH - 6
5 DH - 7
7 DH - 9
10 DH - 13
No Point
6 DH - 8
1 DH - 3
Depth (m) Description
10
99
10
10
10
10
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 3 Total Depth : 34,00 m Existing Elevation : 105,40 m
Pile : Spun Pile GWL : - 7,60 m Plan Elevation : 105,21 m
Dia. 400 mm Dia. 500 mm
Method : Meyerhof (1956)
B e a r i n g C a p a c i t y V e r s u s D e p t h
0
5
10
15
20
0 500 1.000 1.500 2.000 2.500
D e p t h ( m )
P (ton)
0
5
10
15
20
0 1.000 2.000 3.000 4.000
D e p t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h
25
30
35
P point Σ Rsi P ult -ind P allowable
25
30
35
P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 4 Total Depth : 20,00 m Existing Elevation : 108,20 m
Pile : Spun Pile GWL : - 8,20 m Plan Elevation : 105,21 m
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
G r a
p h
B e a r i n g
C a p a c i t y V e r s u s D e p t h
0
2
4
6
8
10
12
14
16
18
0 200 400 600 800 1.000
D e p t h ( m )
P (ton)
0
2
4
6
8
10
12
14
16
18
0 500 1.000 1.500 2.000
D e p t h ( m )
P (ton)
Geotechni
PT. Kalimantan Soil E
P point Σ Rsi P ult -ind P allowable P point Σ Rsi P ult -ind P allowable
Geotechni
PT. Kalimantan Soil E
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 5 Total Depth : 44,00 m Existing Elevation : 109,30 m
Pile Type : Spun Pile GWL : - 3,40 m Plan Elevation : 105,21 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 10,21 0,00 0,00 0,00 0,00 10,21 0,00 0,00 0,00 0,00
1 1 11 S 22,00 19,37 389,27 27,63 416,91 135,28 19,37 608,24 34,54 642,78 209,65
2 2 11 S 18,84 17,47 350,99 23,66 374,64 121,73 17,47 548,42 29,57 577,99 188,72
3 3 11 S 14,65 20,18 405,58 42,05 447,64 143,60 20,18 633,72 52,57 686,29 221,75
4 4 22 S 14,38 23,12 464,66 49,28 513,94 164,74 23,12 726,03 61,60 787,63 254,33
5 5 50 S 29,36 22,26 447,36 64,03 511,39 161,93 22,26 699,00 80,04 779,04 249,01
6 6 50 S 28,20 21,74 436,83 99,44 536,27 165,50 21,74 682,54 124,30 806,85 252,37
7 7 41 S 22,24 21,03 422,68 127,37 550,06 166,37 21,03 660,44 159,22 819,66 251,99
8 8 41 S 21,42 20,33 408,61 154,28 562,88 167,06 20,33 638,45 192,84 831,29 251,39
9 9 31 S 15,63 18,01 361,86 173,90 535,76 155,40 18,01 565,41 217,38 782,79 231,94
10 10 31 S 15,10 15,33 308,10 1 92,87 5 00,97 141,27 15,33 481,41 241,08 7 22,49 208,69
11 11 28 S 13,19 13,78 276,86 2 09,43 4 86,29 134,17 13,78 432,59 261,79 6 94,38 196,55
12 12 24 S 10,95 12,73 255,88 2 23,18 4 79,06 129,93 12,73 399,82 278,98 6 78,80 189,07
13 13 26 S 11,49 12,88 258,89 2 37,62 4 96,51 133,82 12,88 404,52 297,02 7 01,54 194,24
14 14 28 S 12,01 13,54 272,14 2 52,70 5 24,84 141,25 13,54 425,21 315,87 7 41,09 204,91
15 15 34 S 14,16 12,12 243,57 2 70,48 5 14,06 135,29 12,12 380,59 338,10 7 18,69 194,48
16 16 40 S 16,19 10,70 215,04 2 90,82 5 05,85 129,84 10,70 335,99 363,52 6 99,51 184,70
17 17 12 C 7,99 11,72 235,51 300,85 536,36 138,67 11,72 367,99 376,06 744,05 197,88
18 18 12 C 7,89 12,60 253,15 310,76 563,90 146,53 12,60 395,54 388,45 783,99 209,54
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 36 S 13,46 11,06 222,36 3 45,01 5 67,38 143,12 11,06 347,44 431,27 7 78,71 202,07
21 21 33 S 12,02 11,16 224,35 3 60,12 5 84,47 146,81 11,16 350,55 450,15 8 00,70 206,88
22 22 30 S 10,66 9,99 200,76 373,51 574,27 141,62 9,99 313,69 466,88 780,57 197,94
23 23 30 S 10,40 8,10 162,70 386,57 549,27 131,55 8,10 254,21 483,22 737,43 181,38
24 24 8 C 4,58 6,96 139,94 392,32 532,27 125,11 6,96 218,66 490,40 709,07 170,97
25 25 8 C 4,53 6,28 126,28 398,02 524,29 121,70 6,28 197,31 497,52 694,83 165,27
26 26 8 C 4,49 5,90 118,64 403,65 522,30 120,28 5,90 185,38 504,57 689,95 162,71
27 27 10 C 5,56 5,41 108,69 410,64 519,32 118,36 5,41 169,82 513,29 683,12 159,27
28 28 11 C 6,06 5,43 109,10 418,24 527,34 120,02 5,43 170,47 522,80 693,27 161,38
29 29 11 C 6,00 5,85 117,57 425,78 543,34 124,34 5,85 183,70 532,22 715,92 167,68
30 30 10 C 5,40 6,60 132,63 432,56 565,19 130,72 6,60 207,24 540,70 747,93 177,22
31 31 13 C 6,95 7,00 140,73 441,29 582,02 135,17 7,00 219,89 551,61 771,50 183,62
32 32 15 C 7,94 7,20 144,72 451,26 595,98 138,49 7,20 226,12 564,08 790,20 188,19
33 33 15 C 7,87 7,01 140,89 461,14 602,04 139,19 7,01 220,14 576,43 796,57 188,67
34 34 15 C 7,79 6,89 138,45 470,93 609,38 140,34 6,89 216,33 588,66 804,99 189,84
35 35 20 S 6,17 7,14 143,52 478,68 622,21 143,58 7,14 224,25 598,35 822,61 194,42
36 36 20 S 6,11 7,26 145,93 486,36 632,29 145,91 7,26 228,02 607,95 835,96 197,59
37 37 25 C 7,57 9,13 183,38 495,87 679,25 160,30 9,13 286,53 619,83 906,36 219,48
38 38 25 C 7,51 10,97 220,50 505,29 725,79 174,56 10,97 344,53 631,62 976,14 241,17
39 39 51 C 15,17 11,99 240,91 524,35 765,26 185,17 11,99 376,42 655,44 1.031,85 256,56
40 40 51 C 15,04 12,96 260,35 543,24 803,59 195,43 12,96 406,80 679,05 1.085,85 271,41
41 41 51 S 14,73 13,67 274,80 561,74 836,54 203,95 13,67 429,38 702,18 1.131,56 283,56
42 42 51 S 14,44 14,41 289,49 579,88 869,37 212,47 14,41 452,33 724,86 1.177,18 295,75
43 43 50 O 14,03 14,20 285,32 597,50 882,83 214,61 14,20 445,81 746,88 1.192,69 297,98
44 44 50 O 13,90 13,99 281,19 614,96 896,15 216,72 13,99 439,36 768,70 1.208,06 300,19
Note:
Untuk area DH-5, dilakukan cutting setebal 4 m, sehingga lapisan tanah keras dipermukaan tanah dengan kedalaman pondasi dangkal minimum 1 m daripermukaan tanah, dasar pondasi sudah terletak di lapisan tanah keras dengan lapisan pendukung > 3 m. Jika tetap direncanakan menggunakan pondasidalam, maka kedalaman pondasi dari elevasi rencana minimum 35 m dengan ketebalan lapisan pendukung di ujung tiang mencapai 4 m. Akan tetapikesulitan karena dipermukaan merupakan tanah keras kemungkinan perlu dilakukan preboring.
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PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
7/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 5 Total Depth : 44,00 m Existing Elevation : 109,30 m
Pile : Spun Pile GWL : - 3,40 m Plan Elevation : 105,21 m
V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
5
10
15
20
0 200 400 600 800 1.000
P (ton)
0
5
10
15
20
0 500 1.000 1.500
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h B e a r i n g C a p a c i t y
25
30
35
40
45
D e p t h ( m )
P point Σ Rsi P ult -ind P allowable
25
30
35
40
45
D e p t h ( m )
P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
8/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 6 Total Depth : 36,00 m Existing Elevation : 106,80 m
Pile Type : Spun Pile GWL : - 6,20 m Plan Elevation : 105,29 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 25,99 0,00 0,00 0,00 0,00 25,99 0,00 0,00 0,00 0,00
1 1 28 S 28,00 49,31 990,88 70,34 1.061,21 344,36 49,31 1548,25 87,92 1.636,17 533,67
2 2 28 S 28,00 47,29 950,34 60,22 1.010,55 328,82 47,29 1484,90 75,27 1.560,17 510,02
3 3 28 S 28,00 43,35 871,25 107,05 978,29 311,83 43,35 1361,32 133,81 1.495,13 480,54
4 4 44 S 44,00 34,30 689,31 131,13 820,43 255,99 34,30 1077,04 163,91 1.240,95 391,80
5 5 32 S 32,00 25,83 519,04 146,87 665,91 202,39 25,83 810,99 183,59 994,58 307,05
6 6 20 S 17,50 20,52 412,31 161,05 573,36 169,65 20,52 644,23 201,31 845,54 255,01
7 7 18 S 16,50 16,65 334,68 173,33 508,01 146,23 16,65 522,94 216,66 739,60 217,65
8 8 16 S 15,50 11,25 226,04 183,84 409,88 112,12 11,25 353,19 229,81 582,99 163,69
9 9 16 S 15,50 7,90 158,85 193,99 352,84 91,75 7,90 248,20 242,49 490,69 131,23
10 10 8 S 8,00 7,75 155,67 202,19 357,86 92,33 7,75 243,24 252,74 495,98 131,63
11 11 8 S 8,00 7,74 155,50 210,14 365,64 93,86 7,74 242,97 262,68 505,65 133,52
12 12 18 S 16,50 7,60 152,75 220,54 373,29 95,03 7,60 238,68 275,67 514,35 134,69
13 13 18 S 16,50 6,48 130,18 230,61 360,79 89,51 6,48 203,40 288,26 491,66 125,45
14 14 18 S 16,50 5,57 111,88 240,38 352,26 85,37 5,57 174,82 300,47 475,29 118,37
15 15 5 S 5,00 6,00 120,50 244,84 365,34 89,13 6,00 188,28 306,06 494,33 123,97
16 16 5 C 5,00 7,30 146,65 249,25 395,91 98,74 7,30 229,14 311,57 540,71 138,70
17 17 16 C 15,50 8,26 166,00 257,62 423,62 106,86 8,26 259,38 322,02 581,40 150,86
18 18 27 C 21,00 8,62 173,28 271,56 444,84 112,07 8,62 270,76 339,45 610,20 158,14
Dia. 400 mm Dia. 500 mm
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 28 S 21,50 9,35 187,82 299,29 487,11 122,46 9,35 293,46 374,11 667,57 172,64
21 21 28 S 21,50 8,89 178,57 312,60 491,17 122,04 8,89 279,01 390,76 669,77 171,16
22 22 11 C 11,00 8,29 166,61 321,23 487,84 119,78 8,29 260,33 401,53 661,87 167,08
23 23 11 C 11,00 7,77 156,13 329,75 485,89 118,00 7,77 243,96 412,19 656,15 163,76
24 24 18 C 16,50 7,38 148,34 338,05 486,39 117,06 7,38 231,78 422,56 654,34 161,77
25 25 19 C 17,00 6,80 136,58 346,72 483,29 114,87 6,80 213,40 433,40 646,80 157,81
26 26 20 C 17,50 6,45 129,61 355,75 485,36 114,35 6,45 202,51 444,69 647,20 156,44
27 27 18 C 16,50 8,93 179,45 363,80 543,25 132,58 8,93 280,39 454,76 735,15 184,41
28 28 16 C 15,50 11,43 229,75 3 70,89 6 00,64 150,76 11,43 358,99 463,61 8 22,60 212,38
29 29 48 S 31,50 12,53 251,76 3 91,64 6 43,41 162,25 12,53 393,38 489,55 8 82,93 229,04
30 30 48 S 31,50 13,63 273,83 4 11,91 6 85,73 173,66 13,63 427,85 514,88 9 42,74 245,59
31 31 49 S 32,00 14,74 296,20 432,12 728,32 185,16 14,74 462,81 540,15 1.002,96 262,30
32 32 50 S 32,50 15,87 318,90 452,29 771,19 196,76 15,87 498,29 565,36 1.063,65 279,17
33 33 50 S 32,50 15,60 313,55 472,01 785,56 198,92 15,60 489,92 590,01 1.079,94 281,31
34 34 50 S 32,50 15,35 308,46 491,32 799,77 201,08 15,35 481,97 614,14 1.096,11 283,48
35 35 50 S 32,50 15,07 302,79 510,21 813,00 202,97 15,07 473,11 637,77 1.110,88 285,26
36 36 50 S 32,50 14,76 296,56 528,73 825,29 204,60 14,76 463,38 660,91 1.124,29 286,64
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PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 6 Total Depth : 36,00 m Existing Elevation : 106,80 m
Pile : Spun Pile GWL : - 6,20 m Plan Elevation : 105,29 m
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
r i n g C a p a c i t y V e r s u s D e p t h
0
5
10
15
20
0 200 400 600 800 1.000 1.200
D e p t h ( m )
P (ton)
0
5
10
15
20
0 500 1.000 1.500 2.000
D e p t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h B e
25
30
35
40
P point Σ Rsi P ult -ind P allowable
25
30
35
40
P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
10/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 7 Total Depth : 36,00 m Existing Elevation : 108,20 m
Pile Type : Spun Pile GWL : - 7,60 m Plan Elevation : 105,21 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 16,71 0,00 0,00 0,00 0,00 16,71 0,00 0,00 0,00 0,00
1 1 18 S 36,00 34,36 690,51 45,22 735,73 239,21 34,36 1078,92 56,52 1.135,44 370,95
2 2 18 S 30,82 34,35 690,25 38,71 728,96 237,83 34,35 1078,51 48,39 1.126,90 369,18
3 3 26 S 34,62 36,67 736,82 82,20 819,02 262,05 36,67 1151,28 102,74 1.254,03 404,31
4 4 33 S 35,95 38,29 769,54 100,26 869,79 276,56 38,29 1202,40 125,32 1.327,72 425,86
5 5 44 S 43,08 37,46 752,78 121,90 874,68 275,31 37,46 1176,22 152,38 1.328,60 422,55
6 6 44 S 41,39 33,01 663,40 173,89 837,29 255,91 33,01 1036,56 217,36 1.253,93 388,99
7 7 40 S 36,21 27,44 551,44 2 19,37 7 70,81 227,69 27,44 861,62 274,21 1.135,83 342,05
8 8 35 S 18,32 23,83 478,85 2 42,37 7 21,22 208,09 23,83 748,20 302,97 1.051,16 309,99
9 9 26 S 13,13 19,40 389,79 258,86 648,65 181,70 19,40 609,04 323,58 932,62 267,73
10 10 26 S 12,68 15,15 304,44 2 74,79 5 79,23 156,44 15,15 475,68 343,49 8 19,17 227,26
11 11 22 S 10,38 11,10 223,00 2 87,83 5 10,83 131,90 11,10 348,44 359,78 7 08,22 188,10
12 12 22 S 10,05 9,34 187,71 300,45 488,16 122,66 9,34 293,29 375,56 668,85 172,88
13 13 16 S 7,08 8,03 161,38 309,35 470,72 115,66 8,03 252,15 386,68 638,84 161,39
14 14 10 S 7,16 6,75 135,58 318,34 453,92 108,86 6,75 211,85 397,92 609,77 150,20
15 15 7 S 4,87 6,02 120,95 324,45 445,40 105,21 6,02 188,98 405,56 594,55 144,11
16 16 7 C 4,79 5,15 103,41 330,46 433,87 100,56 5,15 161,58 413,08 574,65 136,47
17 17 7 C 4,71 5,90 118,59 336,38 454,97 106,81 5,90 185,30 420,47 605,77 145,86
18 18 6 S 3,93 6,56 131,90 341,31 473,21 112,23 6,56 206,09 426,63 632,73 154,02
Dia. 400 mm Dia. 500 mm
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 22 S 8,19 6,14 123,49 362,80 486,29 113,72 6,14 192,95 453,50 646,45 155,02
21 21 16 S 5,81 6,44 129,34 370,09 499,43 117,13 6,44 202,10 462,61 664,71 159,89
22 22 10 S 5,90 6,80 136,60 377,50 514,10 121,03 6,80 213,44 471,88 685,32 165,52
23 23 11 C 6,42 7,03 141,19 385,57 526,76 124,18 7,03 220,60 481,96 702,57 169,93
24 24 11 C 6,36 7,33 147,30 393,55 540,85 127,81 7,33 230,16 491,94 722,10 175,11
25 25 15 C 8,58 7,63 153,36 404,34 557,69 131,99 7,63 239,62 505,42 745,04 180,96
26 26 15 C 8,49 7,91 158,97 415,00 573,97 135,99 7,91 248,39 518,75 767,14 186,55
27 27 15 C 8,40 7,70 154,79 425,55 580,34 136,71 7,70 241,86 531,94 773,80 187,01
28 28 15 C 8,31 7,33 147,39 435,99 583,38 136,33 7,33 230,29 544,99 775,28 185,76
29 29 12 C 6,58 9,49 190,78 444,26 635,03 152,44 9,49 298,09 555,32 853,41 210,43
30 30 18 C 5,86 11,66 234,33 451,62 685,96 168,44 11,66 366,15 564,53 930,67 234,95
31 31 51 S 16,22 12,46 250,32 4 71,99 7 22,31 177,84 12,46 391,13 589,99 9 81,12 248,37
32 32 51 S 15,85 13,15 264,27 491,89 756,16 186,47 13,15 412,91 614,87 1.027,78 260,61
33 33 51 S 15,49 14,10 283,31 511,35 794,66 196,71 14,10 442,68 639,19 1.081,87 275,40
34 34 50 S 14,86 15,14 304,20 530,01 834,21 207,40 15,14 475,31 662,51 1.137,83 290,94
35 35 51 S 14,83 14,81 297,64 548,63 846,28 208,94 14,81 465,07 685,79 1.150,86 292,18
36 36 51 S 14,52 14,50 291,36 566,87 858,23 210,49 14,50 455,25 708,58 1.163,84 293,47
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
11/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 7 Total Depth : 36,00 m Existing Elevation : 108,20 m
Pile : Spun Pile GWL : - 7,60 m Plan Elevation : 105,21 m
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
r i n g C a p a c i t y V e r s u s D e p t h
0
5
10
15
20
0 200 400 600 800 1.000
D e p t h ( m )
P (ton)
0
5
10
15
20
0 500 1.000 1.500
D e p t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h B e
25
30
35
40
P point Σ Rsi P ult -ind P allowable
25
30
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P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
12/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 8 Total Depth : 40,00 m Existing Elevation : 105,21 m
Pile Type : Spun Pile GWL : - 7,60 m Plan Elevation : 110,00 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 10,21 0,00 0,00 0,00 0,00 10,21 0,00 0,00 0,00 0,00
1 1 11 S 22,00 19,70 395,96 27,63 423,60 137,51 19,70 618,69 34,54 653,23 213,14
2 2 11 S 18,84 16,16 324,84 23,66 348,50 113,01 16,16 507,56 29,57 537,13 175,10
3 3 12 S 15,98 13,19 265,11 43,73 308,84 97,12 13,19 414,24 54,66 468,90 149,01
4 4 12 S 7,84 17,04 342,39 47,67 390,06 123,67 17,04 534,99 59,58 594,58 190,25
5 5 12 S 7,05 19,38 389,37 51,21 440,58 140,03 19,38 608,39 64,01 672,40 215,60
6 6 51 S 28,77 18,26 366,93 87,35 454,28 139,78 18,26 573,33 109,18 682,51 212,95
7 7 44 S 23,88 16,05 322,56 117,34 439,89 130,99 16,05 504,00 146,67 650,67 197,33
8 8 37 S 19,34 15,33 308,13 141,62 449,75 131,03 15,33 481,45 177,03 658,48 195,89
9 9 22 S 11,09 15,54 312,27 155,56 467,83 135,20 15,54 487,92 194,45 682,37 201,53
10 10 22 S 10,72 12,88 258,91 1 69,02 4 27,93 120,11 12,88 404,55 211,28 6 15,82 177,10
11 11 21 S 9,90 10,76 216,29 181,45 397,74 108,39 10,76 337,95 226,81 564,77 158,01
12 12 20 S 9,13 9,03 181,43 192,91 374,35 99,06 9,03 283,49 241,14 524,63 142,72
13 13 19 S 8,40 8,99 180,59 203,47 384,06 100,89 8,99 282,18 254,33 536,51 144,93
14 14 17 S 7,29 9,67 194,33 212,63 406,96 107,30 9,67 303,65 265,78 569,43 154,37
15 15 23 S 9,58 10,29 206,73 224,66 431,39 113,84 10,29 323,02 280,83 603,85 163,84
16 16 29 S 11,74 10,75 215,93 2 39,41 4 55,34 119,86 10,75 337,40 299,26 6 36,66 172,32
17 17 31 S 12,21 11,53 231,66 2 54,74 4 86,40 128,17 11,53 361,97 318,42 6 80,39 184,34
18 18 32 S 12,26 12,36 248,30 2 70,14 5 18,44 136,80 12,36 387,97 337,68 7 25,65 196,86
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 36 S 13,09 12,59 253,06 3 03,46 5 56,52 145,04 12,59 395,40 379,32 7 74,73 207,67
21 21 36 S 12,76 12,43 249,71 3 19,49 5 69,20 147,14 12,43 390,17 399,36 7 89,54 209,93
22 22 35 S 12,11 10,13 203,62 3 34,70 5 38,31 134,81 10,13 318,15 418,37 7 36,52 189,72
23 23 35 S 11,82 7,89 158,49 349,54 508,04 122,74 7,89 247,65 436,93 684,58 169,94
24 24 9 C 3,01 6,94 139,50 353,32 492,82 117,16 6,94 217,96 441,66 659,62 160,99
25 25 11 C 3,65 6,44 129,34 357,90 487,24 114,69 6,44 202,09 447,38 649,47 156,84
26 26 13 C 4,27 5,92 118,97 363,27 482,23 112,31 5,92 185,89 454,08 639,97 152,78
27 27 19 C 6,18 5,03 101,01 371,03 472,05 107,88 5,03 157,83 463,79 621,63 145,37
28 28 19 C 6,12 5,07 101,90 378,72 480,63 109,71 5,07 159,22 473,41 632,63 147,76
29 29 17 C 5,43 5,11 102,72 385,54 488,27 111,35 5,11 160,51 481,93 642,43 149,89
30 30 15 C 4,74 6,78 136,17 391,50 527,67 123,69 6,78 212,77 489,38 702,14 168,80
31 31 15 C 4,70 8,53 171,35 397,40 568,75 136,60 8,53 267,73 496,75 764,48 188,59
32 32 36 O 11,16 9,41 189,12 411,43 600,55 145,33 9,41 295,51 514,28 809,79 201,36
33 33 41 S 12,44 10,52 211,50 4 27,05 6 38,55 155,91 10,52 330,46 533,82 8 64,28 216,92
34 34 41 S 12,18 12,04 242,05 4 42,36 6 84,41 169,15 12,04 378,20 552,95 9 31,15 236,66
35 35 46 S 13,39 13,35 268,25 4 59,17 7 27,42 181,25 13,35 419,14 573,96 9 93,11 254,51
36 36 51 S 14,55 13,56 272,54 477,44 749,99 186,34 13,56 425,85 596,80 1.022,65 261,31
37 37 51 S 14,26 13,59 273,04 495,35 768,39 190,08 13,59 426,63 619,19 1.045,81 266,05
38 38 50 S 13,71 13,65 274,32 512,57 786,88 193,95 13,65 428,62 640,71 1.069,33 271,01
39 39 50 S 13,45 13,54 272,00 529,46 801,47 196,56 13,54 425,01 661,83 1.086,83 274,03
40 40 50 S 13,20 13,25 266,25 546,04 812,29 197,96 13,25 416,01 682,55 1.098,56 275,18
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
13/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 8 Total Depth : 40,00 m Existing Elevation : 105,21 m
Pile : Spun Pile GWL : - 7,60 m Plan Elevation : 110,00 m
a p a c i t y V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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0 200 400 600 800 1.000
t h ( m )
P (ton)
0
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t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h B e a r i n g C
25
30
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D e
P point Σ Rsi P ult -ind P allowable
25
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D e
P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
14/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 9 Total Depth : 30,00 m Existing Elevation : 99,40 m
Pile Type : Spun Pile GWL : - 4,60 m Plan Elevation : 105,00 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 11,14 0,00 0,00 0,00 0,00 11,14 0,00 0,00 0,00 0,00
1 1 12 S 12,00 24,13 484,87 30,14 515,01 167,65 24,13 757,61 37,68 795,29 260,07
2 2 12 S 12,00 23,85 479,22 25,81 505,03 164,90 23,85 748,78 32,26 781,04 256,05
3 3 21 S 21,00 20,59 413,87 60,93 474,80 150,14 20,59 646,68 76,16 722,84 230,79
4 4 21 S 21,00 17,11 343,90 72,42 416,32 129,12 17,11 537,34 90,53 627,87 197,22
5 5 19 S 17,00 15,89 319,24 78,03 397,27 122,02 15,89 498,81 97,54 596,35 185,78
6 6 17 S 16,00 15,17 304,87 90,08 394,95 119,64 15,17 476,35 112,60 588,96 181,31
7 7 14 S 14,00 12,11 243,38 106,00 349,38 102,33 12,11 380,28 132,50 512,78 153,26
8 8 14 S 14,00 9,80 196,90 121,34 318,24 89,90 9,80 307,66 151,67 459,33 132,89
9 9 16 S 15,50 12,23 245,75 131,48 377,23 108,21 12,23 383,98 164,35 548,34 160,87
10 10 17 S 16,00 14,67 294,91 1 41,90 4 36,81 126,68 14,67 460,79 177,37 6 38,17 189,07
11 11 41 S 28,00 14,77 296,78 1 66,19 4 62,97 132,17 14,77 463,72 207,74 6 71,46 196,12
12 12 41 S 28,00 14,34 288,11 1 89,72 4 77,83 133,98 14,34 450,17 237,15 6 87,32 197,49
13 13 37 S 26,00 14,62 293,71 2 10,29 5 04,00 139,96 14,62 458,92 262,86 7 21,79 205,55
14 14 32 S 23,50 13,06 262,51 2 27,55 4 90,07 133,01 13,06 410,18 284,44 6 94,62 193,61
15 15 32 S 23,50 10,17 204,28 2 44,32 4 48,59 116,96 10,17 319,19 305,39 6 24,58 167,47
16 16 7 C 7,00 8,23 165,39 250,35 415,74 105,20 8,23 258,42 312,94 571,36 148,73
17 17 7 C 7,00 6,75 135,64 256,32 391,96 96,48 6,75 211,93 320,41 532,34 134,72
18 18 6 C 6,00 5,68 114,07 261,38 375,45 90,30 5,68 178,23 326,73 504,96 124,76
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechni
PT. Kalimantan Soil E
, , , , , , , , , , ,
20 20 7 C 7,00 5,28 106,15 272,99 379,14 89,98 5,28 165,87 341,23 507,10 123,53
21 21 7 C 7,00 5,97 119,91 278,69 398,60 95,71 5,97 187,36 348,36 535,72 132,12
22 22 12 S 12,00 8,21 164,90 288,21 453,11 112,61 8,21 257,66 360,26 617,92 157,94
23 23 12 S 12,00 10,30 207,02 2 97,48 5 04,51 128,50 10,30 323,47 371,85 6 95,33 182,19
24 24 41 S 28,00 12,17 244,52 3 16,02 5 60,54 144,71 12,17 382,07 395,03 7 77,09 206,36
25 25 41 S 28,00 14,07 282,74 3 34,11 6 16,84 161,07 14,07 441,78 417,63 8 59,41 230,79
26 26 50 S 32,50 15,15 304,48 3 55,63 6 60,11 172,62 15,15 475,74 444,54 9 20,29 247,49
27 27 51 S 33,00 16,17 325,00 3 77,08 7 02,08 183,75 16,17 507,82 471,35 9 79,17 263,54
28 28 51 S 33,00 16,15 324,62 398,04 722,66 187,82 16,15 507,22 497,55 1.004,77 268,58
29 29 51 S 33,00 16,14 324,40 418,53 742,94 191,84 16,14 506,88 523,17 1.030,05 273,59
30 30 50 S 32,50 15,79 317,37 438,19 755,56 193,43 15,79 495,90 547,73 1.043,63 274,84
Geotechni
PT. Kalimantan Soil E
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
15/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 9 Total Depth : 30,00 m Existing Elevation : 99,40 m
Pile : Spun Pile GWL : - 4,60 m Plan Elevation : 105,00 m
G r a p h B e a r i n g C a p a c i t y V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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D e p t h ( m
)
P (ton)
0
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D e p t h ( m
)
P (ton)
Geotechni
PT. Kalimantan Soil E
25
30
P point Σ Rsi P ult -ind P allowable
25
30
P point Σ Rsi P ult -ind P allowable
Geotechni
PT. Kalimantan Soil E
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
16/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 11 Total Depth : 38,00 m Existing Elevation : 95,60 m
Pile Type : Spun Pile GWL : + 2,50 m Plan Elevation : 105,30 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 3,00 0,00 0,00 0,00 0,00 3,00 0,00 0,00 0,00 0,00
1 1 3 S 6,00 5,73 115,14 7,54 122,68 39,89 5,73 179,91 9,42 189,33 61,85
2 2 3 S 6,00 5,71 114,72 7,54 122,26 39,75 5,71 179,26 9,42 188,68 61,64
3 3 3 S 4,92 5,98 120,25 13,71 133,96 42,82 5,98 187,88 17,14 205,03 66,06
4 4 4 C 5,92 6,40 128,52 16,69 145,21 46,18 6,40 200,82 20,86 221,68 71,11
5 5 5 C 6,74 6,52 131,01 20,07 151,09 47,69 6,52 204,71 25,09 229,80 73,25
6 6 6 C 7,43 6,69 134,50 29,40 163,90 50,71 6,69 210,16 36,75 246,91 77,40
7 7 6 C 6,86 6,96 139,93 38,02 177,95 54,25 6,96 218,64 47,53 266,17 82,39
8 8 7 C 7,41 7,75 155,69 47,32 203,02 61,36 7,75 243,27 59,16 302,42 92,92
9 9 7 C 6,97 8,44 169,70 56,08 225,78 67,78 8,44 265,15 70,10 335,25 102,40
10 10 10 C 9,80 8,66 174,12 68,39 242,51 71,72 8,66 272,06 85,49 357,54 107,78
11 11 10 C 9,64 9,17 184,30 80,50 264,80 77,53 9,17 287,97 100,63 388,59 116,11
12 12 10 C 9,49 9,82 197,33 92,42 289,76 84,26 9,82 308,33 115,53 423,86 125,88
13 13 11 C 10,28 10,61 213,21 105,33 318,54 92,14 10,61 333,14 131,67 464,81 137,38
14 14 12 C 11,04 11,08 222,75 119,21 341,96 98,09 11,08 348,05 149,01 497,06 145,82
15 15 13 C 11,79 12,32 247,56 1 34,01 3 81,57 109,32 12,32 386,81 167,51 5 54,32 162,44
16 16 23 C 12,32 13,41 269,40 1 49,49 4 18,89 119,70 13,41 420,94 186,86 6 07,80 177,68
17 17 30 S 15,65 13,64 274,01 1 69,15 4 43,16 125,17 13,64 428,14 211,43 6 39,58 185,00
18 18 30 S 15,25 13,49 271,15 1 88,30 4 59,46 128,05 13,49 423,68 235,38 6 59,06 188,30
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 26 S 12,58 11,86 238,24 2 21,54 4 59,79 123,72 11,86 372,25 276,93 6 49,18 179,47
21 21 22 S 10,39 10,65 213,94 2 34,60 4 48,53 118,23 10,65 334,27 293,25 6 27,52 170,07
22 22 18 C 8,34 9,74 195,77 245,08 440,85 114,27 9,74 305,90 306,34 612,24 163,24
23 23 18 C 8,18 9,36 188,04 255,36 443,40 113,75 9,36 293,82 319,19 613,01 161,78
24 24 11 C 8,18 9,09 182,75 265,63 448,38 114,04 9,09 285,54 332,04 617,58 161,59
25 25 13 C 9,50 8,90 178,83 277,56 456,39 115,12 8,90 279,42 346,95 626,37 162,53
26 26 13 C 9,33 8,94 179,70 289,28 468,97 117,75 8,94 280,78 361,59 642,37 165,91
27 27 13 C 9,16 9,02 181,29 300,79 482,08 120,59 9,02 283,27 375,98 659,25 169,62
28 28 13 C 9,01 9,08 182,53 312,10 494,63 123,26 9,08 285,21 390,13 675,33 173,09
29 29 22 C 8,99 10,35 207,96 323,39 531,35 134,00 10,35 324,94 404,24 729,18 189,16
30 30 22 C 8,84 11,61 233,37 334,50 567,87 144,69 11,61 364,64 418,13 782,77 205,17
31 31 36 C 14,30 13,46 270,48 3 52,47 6 22,94 160,65 13,46 422,62 440,58 8 63,20 228,99
32 32 36 C 14,14 15,22 305,89 3 70,23 6 76,12 176,01 15,22 477,96 462,79 9 40,75 251,88
33 33 50 S 19,12 16,34 328,31 394,25 722,55 188,28 16,34 512,98 492,81 1.005,79 269,55
34 34 50 S 18,62 17,51 351,83 417,64 769,47 200,80 17,51 549,73 522,05 1.071,78 287,65
35 35 51 S 18,52 17,90 359,67 440,90 800,57 208,07 17,90 561,99 551,12 1.113,11 297,55
36 36 52 S 18,42 18,13 364,36 464,03 828,39 214,26 18,13 569,31 580,03 1.149,35 305,78
37 37 52 S 17,97 17,70 355,68 486,60 842,28 215,88 17,70 555,74 608,25 1.163,99 306,90
38 38 51 S 17,21 17,33 348,25 508,22 856,47 217,73 17,33 544,14 635,27 1.179,41 308,43
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
17/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 11 Total Depth : 38,00 m Existing Elevation : 95,60 m
Pile : Spun Pile GWL : + 2,50 m Plan Elevation : 105,30 m
g C a p a c i t y V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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D e p t h ( m )
P (ton)
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D e p t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
G r a p h B e a r i n
25
30
35
40
P point Σ Rsi P ult -ind P allowable
25
30
35
40
P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
18/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 12 Total Depth : 20,00 m Existing Elevation : 91,00 m
Pile Type : Spun Pile GWL : + 5,20 m Plan Elevation : 105,30 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 5,57 0,00 0,00 0,00 0,00 5,57 0,00 0,00 0,00 0,00
1 1 6 S 12,00 11,56 232,40 15,07 247,47 80,48 11,56 363,13 18,84 381,97 124,81
2 2 6 S 10,27 11,83 237,79 12,90 250,69 81,84 11,83 371,54 16,13 387,67 127,07
3 3 9 S 11,98 12,16 244,37 27,96 272,32 87,05 12,16 381,82 34,95 416,77 134,26
4 4 12 S 13,07 12,16 244,29 34,52 278,81 88,33 12,16 381,70 43,15 424,85 135,86
5 5 13 S 12,73 12,23 245,83 40,92 286,75 90,13 12,23 384,11 51,15 435,26 138,27
6 6 13 S 12,23 12,69 255,03 56,28 311,31 96,27 12,69 398,49 70,35 468,84 146,90
7 7 14 S 12,67 13,63 274,00 72,20 346,20 105,77 13,63 428,13 90,24 518,38 160,76
8 8 15 S 13,08 14,24 286,22 88,63 374,85 113,13 14,24 447,22 110,79 558,00 171,23
9 9 32 S 16,10 13,33 267,96 108,85 376,82 111,09 13,33 418,69 136,07 554,76 166,78
10 10 32 S 15,51 12,48 250,75 1 28,33 3 79,08 109,25 12,48 391,80 160,42 5 52,21 162,68
11 11 23 S 10,78 12,08 242,69 1 41,88 3 84,56 109,27 12,08 379,20 177,35 5 56,54 161,87
12 12 23 S 10,44 13,29 267,08 1 54,99 4 22,08 120,03 13,29 417,32 193,74 6 11,06 177,85
13 13 23 S 10,12 14,66 294,58 1 67,71 4 62,28 131,73 14,66 460,27 209,64 6 69,91 195,35
14 14 39 S 16,62 15,65 314,52 1 88,58 5 03,10 142,56 15,65 491,43 235,73 7 27,16 210,96
15 15 45 S 18,59 16,94 340,42 2 11,93 5 52,35 155,86 16,94 531,91 264,91 7 96,82 230,29
16 16 50 S 20,03 17,95 360,74 2 37,09 5 97,83 167,66 17,95 563,66 296,36 8 60,02 247,16
17 17 51 S 19,84 18,89 379,68 2 62,01 6 41,69 178,96 18,89 593,26 327,51 9 20,77 263,25
18 18 51 S 19,28 18,88 379,40 2 86,23 6 65,63 183,71 18,88 592,82 357,78 9 50,60 269,16
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 50 S 17,89 15,43 310,08 3 32,25 6 42,34 169,81 15,43 484,50 415,32 8 99,82 244,57
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
19/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 12 Total Depth : 20,00 m Existing Elevation : 91,00 m
Pile : Spun Pile GWL : + 5,20 m Plan Elevation : 105,30 m
G r a
p h
B e a r i n g
C a p a c i t y V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
2
4
6
8
10
12
14
16
18
0 200 400 600 800
D e p t h ( m )
P (ton)
0
2
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12
14
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18
0 200 400 600 800 1.000
D e p t h ( m )
P (ton)
Geotechnica
PT. Kalimantan Soil Eng
P point Σ Rsi P ult -ind P allowable P point Σ Rsi P ult -ind P allowable
Geotechnica
PT. Kalimantan Soil Eng
8/18/2019 Interim Report of Pile Determinantion SPT and CPT
20/28
Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 13 Total Depth : 38,00 m Existing Elevation : 108,70 m
Pile Type : Spun Pile GWL : - 8,50 m Plan Elevation : 105,21 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 9,28 0,00 0,00 0,00 0,00 9,28 0,00 0,00 0,00 0,00
1 1 10 S 20,00 20,94 420,78 25,12 445,90 145,28 20,94 657,47 31,40 688,87 225,44
2 2 10 S 17,12 24,11 484,49 21,51 505,99 165,80 24,11 757,01 26,88 783,89 257,71
3 3 20 S 26,63 31,23 627,63 54,96 682,59 220,20 31,23 980,67 68,69 1.049,37 340,63
4 4 30 S 32,68 36,40 731,39 71,37 802,77 258,07 36,40 1142,80 89,22 1.232,02 398,78
5 5 51 S 49,74 37,08 745,15 96,37 841,51 267,66 37,08 1164,29 120,46 1.284,75 412,19
6 6 51 S 47,62 36,08 725,13 156,17 881,30 272,94 36,08 1133,02 195,22 1.328,23 416,72
7 7 42 S 37,61 30,17 606,31 2 03,41 8 09,72 242,79 30,17 947,36 254,26 1.201,63 366,64
8 8 33 S 28,39 24,58 494,04 2 39,07 7 33,11 212,49 24,58 771,94 298,83 1.070,77 317,08
9 9 17 S 8,47 19,17 385,26 249,70 634,96 178,36 19,17 601,97 312,13 914,10 263,08
10 10 17 S 8,19 14,83 297,98 259,99 557,97 151,32 14,83 465,59 324,98 790,58 220,19
11 11 16 S 7,45 11,56 232,41 269,35 501,76 131,34 11,56 363,14 336,69 699,83 188,38
12 12 14 S 10,53 8,82 177,32 282,58 459,89 115,62 8,82 277,06 353,22 630,27 163,00
13 13 13 S 9,48 8,64 173,67 294,48 468,15 116,79 8,64 271,35 368,10 639,46 164,07
14 14 12 S 8,49 8,39 168,70 305,15 473,85 117,26 8,39 263,59 381,44 645,03 164,15
15 15 12 S 8,25 8,22 165,18 315,51 480,69 118,16 8,22 258,09 394,39 652,48 164,91
16 16 11 S 7,35 7,60 152,69 324,74 477,44 115,85 7,60 238,58 405,93 644,51 160,71
17 17 11 S 7,15 7,09 142,51 333,72 476,24 114,25 7,09 222,68 417,15 639,83 157,66
18 18 17 S 6,46 6,76 135,77 341,83 477,60 113,62 6,76 212,14 427,29 639,43 156,17
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 17 S 6,13 6,18 124,19 357,43 481,62 112,88 6,18 194,05 446,79 640,84 154,04
21 21 17 S 5,98 6,49 130,52 364,95 495,47 116,50 6,49 203,94 456,18 660,13 159,22
22 22 10 S 5,72 6,37 127,92 372,14 500,06 117,07 6,37 199,88 465,17 665,05 159,66
23 23 14 S 7,83 5,90 118,57 381,97 500,53 115,91 5,90 185,26 477,46 662,72 157,24
24 24 17 S 5,57 5,72 115,03 388,96 503,99 116,13 5,72 179,73 486,21 665,93 157,15
25 25 16 C 5,20 6,32 126,99 395,49 522,48 121,43 6,32 198,42 494,36 692,78 165,01
26 26 16 C 5,15 6,80 136,71 401,96 538,66 125,96 6,80 213,60 502,44 716,05 171,69
27 27 15 C 7,97 6,23 125,22 411,96 537,19 124,13 6,23 195,66 514,96 710,62 168,21
28 28 14 C 7,37 6,00 120,55 421,22 541,77 124,43 6,00 188,36 526,53 714,89 168,09
29 29 18 C 5,61 6,55 131,73 428,27 560,00 129,56 6,55 205,83 535,34 741,16 175,68
30 30 18 C 5,54 7,11 142,87 435,23 578,10 134,67 7,11 223,24 544,04 767,28 183,22
31 31 15 C 7,63 7,03 141,36 444,81 586,17 136,08 7,03 220,87 556,02 776,88 184,83
32 32 15 C 7,56 8,84 177,64 454,31 631,95 150,07 8,84 277,56 567,89 845,45 206,10
33 33 15 C 7,50 10,80 217,02 463,73 680,75 165,09 10,80 339,09 579,66 918,75 228,96
34 34 50 S 14,69 11,80 237,10 4 82,18 7 19,27 175,47 11,80 370,46 602,72 9 73,18 244,03
35 35 50 S 14,39 12,51 251,30 500,25 751,56 183,82 12,51 392,66 625,32 1.017,98 255,95
36 36 50 S 14,11 13,19 265,08 517,98 783,05 191,95 13,19 414,18 647,47 1.061,65 267,55
37 37 50 S 13,84 13,85 278,43 535,36 813,79 199,88 13,85 435,04 669,20 1.104,24 278,85
38 38 50 S 13,58 13,59 273,16 552,41 825,57 201,53 13,59 426,80 690,52 1.117,32 280,37
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 13 Total Depth : 38,00 m Existing Elevation : 108,70 m
Pile : Spun Pile GWL : - 8,50 m Plan Elevation : 105,21 m
g C a p a c i t y V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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D e p t h ( m )
P (ton)
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P (ton)
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G r a p h B e a r i n
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P point Σ Rsi P ult -ind P allowable
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 14 Total Depth : 44,00 m Existing Elevation : 111,60 m
Pile Type : Spun Pile GWL : - 8,20 m Plan Elevation : 108,45 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 4,64 0,00 0,00 0,00 0,00 4,64 0,00 0,00 0,00 0,00
1 1 5 S 10,00 9,80 197,01 12,56 209,57 68,18 9,80 307,83 15,70 323,53 105,75
2 2 5 S 8,56 10,03 201,50 10,75 212,25 69,32 10,03 314,84 13,44 328,28 107,64
3 3 8 S 10,65 10,53 211,61 24,13 235,74 75,36 10,53 330,64 30,17 360,81 116,25
4 4 10 S 10,89 11,01 221,22 29,61 250,83 79,66 11,01 345,66 37,01 382,67 122,62
5 5 12 S 11,75 14,85 298,47 35,51 333,98 106,59 14,85 466,36 44,39 510,74 164,33
6 6 13 S 12,23 18,58 373,32 50,87 424,19 134,61 18,58 583,31 63,59 646,90 207,16
7 7 29 S 26,25 17,37 349,12 83,84 432,96 133,14 17,37 545,49 104,80 650,29 202,79
8 8 29 S 25,29 15,78 317,03 115,61 432,64 128,80 15,78 495,36 144,51 639,87 194,02
9 9 27 S 13,63 14,84 298,30 132,73 431,03 125,98 14,84 466,10 165,92 632,01 188,55
10 10 24 S 11,71 14,02 281,78 1 47,44 4 29,21 123,41 14,02 440,27 184,30 6 24,57 183,62
11 11 19 S 8,96 12,39 248,92 158,70 407,62 114,71 12,39 388,94 198,37 587,31 169,32
12 12 19 S 8,68 10,82 217,53 169,60 387,12 106,43 10,82 339,88 212,00 551,88 155,69
13 13 15 S 11,07 10,34 207,85 1 83,50 3 91,35 105,98 10,34 324,77 229,37 5 54,15 154,13
14 14 15 S 10,74 9,06 182,01 196,98 379,00 100,07 9,06 284,40 246,23 530,63 144,05
15 15 15 S 10,43 8,28 166,31 210,08 376,39 97,45 8,28 259,86 262,60 522,46 139,14
16 16 9 S 6,08 8,19 164,57 217,71 382,29 98,40 8,19 257,15 272,14 529,29 140,14
17 17 10 S 6,57 7,85 157,81 225,97 383,78 97,80 7,85 246,58 282,46 529,04 138,69
18 18 11 S 7,03 7,60 152,82 234,80 387,62 97,90 7,60 238,78 293,50 532,28 138,29
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 13 S 7,89 6,95 139,75 254,10 393,85 97,40 6,95 218,36 317,62 535,98 136,31
21 21 13 S 7,70 7,03 141,30 263,76 405,06 99,85 7,03 220,78 329,70 550,48 139,53
22 22 16 C 5,64 7,26 145,92 270,84 416,76 102,81 7,26 228,00 338,55 566,55 143,71
23 23 13 S 7,44 7,17 144,03 280,19 424,21 104,05 7,17 225,04 350,24 575,28 145,06
24 24 13 S 7,26 6,74 135,41 289,30 424,71 103,00 6,74 211,57 361,63 573,20 142,85
25 25 13 S 7,08 6,32 127,08 298,19 425,27 102,00 6,32 198,56 372,74 571,30 140,73
26 26 11 S 5,86 6,67 134,06 305,55 439,61 105,80 6,67 209,47 381,94 591,40 146,21
27 27 11 S 5,73 6,79 136,51 312,75 449,26 108,05 6,79 213,30 390,93 604,23 149,29
28 28 14 S 7,14 6,62 133,06 321,71 454,77 108,70 6,62 207,91 402,14 610,05 149,73
29 29 14 C 7,07 6,22 124,93 330,60 455,53 107,76 6,22 195,21 413,24 608,45 147,72
30 30 13 C 6,51 5,78 116,10 338,77 454,87 106,46 5,78 181,41 423,46 604,87 145,16
31 31 11 C 5,46 5,72 114,93 345,63 460,56 107,44 5,72 179,58 432,03 611,62 146,27
32 32 9 C 4,43 5,72 115,01 351,19 466,20 108,57 5,72 179,70 438,98 618,69 147,70
33 33 11 C 5,36 5,84 117,46 357,92 475,38 110,74 5,84 183,52 447,40 630,93 150,65
34 34 12 C 5,80 6,09 122,32 365,20 487,52 113,81 6,09 191,12 456,50 647,62 155,01
35 35 14 C 6,70 5,86 117,83 373,62 491,45 114,00 5,86 184,11 467,03 651,14 154,78
36 36 15 C 7,12 5,71 114,73 382,57 497,29 114,76 5,71 179,26 478,21 657,47 155,40
37 37 11 C 5,19 5,67 113,97 389,08 503,05 115,81 5,67 178,07 486,35 664,43 156,63
38 38 11 C 5,16 7,18 144,30 395,56 539,86 127,21 7,18 225,46 494,45 719,91 174,04
39 39 11 C 5,12 8,86 178,10 401,99 580,10 139,77 8,86 278,29 502,49 780,78 193,26
40 40 42 S 11,51 9,90 198,95 416,45 615,41 149,61 9,90 310,86 520,57 831,43 207,73
41 41 47 S 12,64 10,98 220,60 4 32,33 6 52,93 160,00 10,98 344,68 540,42 8 85,10 222,98
42 42 51 S 13,47 11,83 237,80 4 49,25 6 87,04 169,11 11,83 371,56 561,56 9 33,12 236,16
43 43 51 S 13,22 12,67 254,57 4 65,86 7 20,43 178,03 12,67 397,77 582,32 9 80,09 249,05
44 44 50 S 12,73 12,71 255,45 481,85 737,30 181,52 12,71 399,14 602,32 1.001,46 253,51
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 14 Total Depth : 44,00 m Existing Elevation : 111,60 m
Pile : Spun Pile GWL : - 8,20 m Plan Elevation : 108,45 m
V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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P (ton)
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P (ton)
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G r a p h B e a r i n g C a p a c i t y
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D e p t h ( m )
P point Σ Rsi P ult -ind P allowable
25
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D e p t h ( m )
P point Σ Rsi P ult -ind P allowable
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 15 Total Depth : 32,00 m Existing Elevation : 103,20 m
Pile Type : Spun Pile GWL : - 6,40 m Plan Elevation : 105,29 m
Pile
ElevationDepth N point P point Σ Rsi P ult -ind P allowable N point P point Σ Rsi P ult -ind P allowable
(m) (m) average ton ton ton ton average ton ton ton ton
0 0 0 S 0,00 26,91 0,00 0,00 0,00 0,00 26,91 0,00 0,00 0,00 0,00
1 1 29 S 58,00 50,74 1019,58 72,85 1.092,42 354,43 50,74 1593,09 91,06 1.684,15 549,24
2 2 29 S 49,66 43,32 870,48 62,37 932,85 302,63 43,32 1360,12 77,96 1.438,08 468,97
3 3 28 S 37,28 37,85 760,57 109,20 869,77 275,36 37,85 1188,40 136,50 1.324,89 423,43
4 4 26 S 28,32 34,62 695,67 123,43 819,10 256,58 34,62 1086,99 154,28 1.241,27 393,19
5 5 27 S 26,44 27,73 557,24 1 36,71 6 93,95 213,09 27,73 870,68 170,89 1.041,57 324,40
6 6 27 S 25,40 20,44 410,76 168,61 579,37 170,64 20,44 641,81 210,76 852,58 256,09
7 7 27 S 14,66 15,97 320,86 187,03 507,89 144,36 15,97 501,34 233,79 735,12 213,87
8 8 16 S 8,37 12,83 257,85 197,55 455,40 125,46 12,83 402,89 246,93 649,82 183,68
9 9 16 S 8,08 10,15 204,01 207,69 411,71 109,54 10,15 318,77 259,62 578,39 158,18
10 10 7 C 5,81 8,07 162,09 214,99 377,07 97,03 8,07 253,26 268,73 521,99 138,17
11 11 8 C 6,54 7,60 152,77 223,20 375,98 95,56 7,60 238,70 279,01 517,71 135,37
12 12 9 C 7,26 8,00 160,81 232,32 393,13 100,07 8,00 251,26 290,40 541,66 141,83
13 13 11 C 8,75 7,45 149,66 243,31 392,97 98,55 7,45 233,84 304,14 537,97 138,77
14 14 12 C 9,42 7,07 142,13 255,14 397,27 98,41 7,07 222,08 318,92 541,00 137,81
15 15 8 C 6,19 6,99 140,46 262,92 403,38 99,40 6,99 219,47 328,65 548,11 138,89
16 16 8 C 6,11 6,81 136,81 270,60 407,40 99,72 6,81 213,76 338,24 552,01 138,90
17 17 8 C 6,04 6,61 132,93 278,18 411,10 99,94 6,61 207,70 347,72 555,42 138,78
18 18 8 C 5,96 6,51 130,81 285,66 416,47 100,73 6,51 204,38 357,08 561,46 139,54
N-SPTSoil
Type
Ncorrection
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
Geotechnica
PT. Kalimantan Soil Eng
, , , , , , , , , , ,
20 20 10 C 7,26 6,62 133,12 303,10 436,22 104,99 6,62 208,00 378,87 586,87 145,11
21 21 10 C 7,18 7,77 156,14 312,11 468,25 114,47 7,77 243,97 390,14 634,11 159,35
22 22 9 C 6,38 8,95 179,93 320,13 500,06 124,00 8,95 281,14 400,16 681,30 173,75
23 23 27 S 11,19 10,66 214,15 3 34,18 5 48,33 138,22 10,66 334,60 417,72 7 52,33 195,08
24 24 27 S 10,91 12,21 245,35 3 47,88 5 93,23 151,36 12,21 383,36 434,85 8 18,21 214,76
25 25 40 S 15,71 13,63 273,94 3 67,61 6 41,55 164,83 13,63 428,03 459,52 8 87,54 234,58
26 26 40 S 15,30 15,55 312,51 3 86,83 6 99,34 181,54 15,55 488,30 483,53 9 71,84 259,47
27 27 46 S 17,13 16,53 332,11 408,35 740,45 192,37 16,53 518,92 510,43 1.029,35 275,06
28 28 51 S 18,52 17,17 345,02 431,61 776,62 201,33 17,17 539,09 539,51 1.078,60 287,60
29 29 51 S 18,06 17,25 346,65 454,29 800,94 206,41 17,25 541,64 567,86 1.109,50 294,12
30 30 50 S 17,28 17,38 349,31 475,99 825,30 211,63 17,38 545,79 594,99 1.140,79 300,93
31 31 51 S 17,21 19,94 400,69 497,61 898,30 233,09 19,94 626,08 622,02 1.248,09 333,10
32 32 51 S 16,82 19,54 392,71 518,74 911,45 234,65 19,54 613,61 648,42 1.262,03 334,22
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8/18/2019 Interim Report of Pile Determinantion SPT and CPT
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Bearing Capacity Single Pile using SPT Data
Bore No. : DH - 15 Total Depth : 32,00 m Existing Elevation : 103,20 m
Pile : Spun Pile GWL : - 6,40 m Plan Elevation : 105,29 m
p h B e a r i n g C a p a c i t y
V e r s u s D e p t h
Method : Meyerhof (1956)
Dia. 400 mm Dia. 500 mm
0
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D e p t h ( m )
P (ton)
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P (ton)
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G r a
25
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P point Σ Rsi P ult -ind P allowable
25
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P point Σ Rsi P ult -ind P allowable
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Bearing Capacity Single Pile using CPT Data
CPT No. : S - 16 Existing Elevation : 104,60 m
Pile Type : Minipile Plan Elevation : 108,45 m
Total Depth : 8,80 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m mkg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 6 16 0,68 0,27 0,95
2 2 6 44 0,68 0,74 1,42
3 3 18 86 2,04 1,44 3,48
4 4 21 158 2,38 2,65 5,03
5 5 18 250 2,04 4,20 6,24
6 6 24 350 2,72 5,88 8,60
7 7 45 482 5,09 8,10 13,19
8 8 75 582 8,49 9,78 18,26
9 9 250 632 28,29 10,62 38,91
CPT No. : S - 17 Existing Elevation : 90,00 m
Pile Type : Minipile Plan Elevation : 90,00 mTotal Depth : 11,80 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m m kg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
Graph
Method : Meyerhof (1956)
∆ 28 x 28 x 28 cm
Graph
∆ 28 x 28 x 28 cm
0
2
4
6
8
10
0 10 20 30 40 50
D e p t h ( m )
P (ton)
Q point
Q skin
Q allowable
Geotechnica
PT. Kalimantan Soil Eng
, , ,
1 1 1 12 0,11 0,20 0,31
2 2 1 22 0,11 0,37 0,48
3 3 1 32 0,11 0,54 0,65
4 4 1 42 0,11 0,71 0,82
5 5 1 52 0,11 0,87 0,99
6 6 2 62 0,23 1,04 1,27
7 7 6 80 0,68 1,34 2,02
8 8 18 150 2,04 2,52 4,569 9 70 202 7,92 3,39 11,31
10 10 65 252 7,36 4,23 11,59
11 11 75 302 8,49 5,07 13,56
12 12 250 332 28,29 5,58 33,87
CPT No. : S - 18 Existing Elevation : 121,80 m
Pile Type : Minipile Plan Elevation : 120,10 m
Total Depth : 9,00 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m m kg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,001 1 95 48 10,75 0,81 11,56
2 2 105 98 11,88 1,65 13,53
3 3 34 180 3,85 3,02 6,87
4 4 37 258 4,19 4,33 8,52
5 5 35 334 3,96 5,61 9,57
6 6 45 384 5,09 6,45 11,54
7 7 90 466 10,18 7,83 18,01
8 8 130 556 14,71 9,34 24,05
9 9 250 616 28,29 10,35 38,64
∆ 28 x 28 x 28 cm
Graph
0
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D e p t h ( m )
P (ton)
Q point
Q skin
Q allowable
0
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D e p t h ( m )
P (ton)
Q point
Q skin
Q allowable
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Bearing Capacity Single Pile using CPT Data
CPT No. : S - 19 Existing Elevation : 110,20 m
Pile Type : Minipile Plan Elevation : 108,45 m
Total Depth : 3,80 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m mkg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 50 52 5,66 0,87 6,53
2 2 60 148 6,79 2,49 9,28
3 3 105 222 11,88 3,73 15,61
4 4 250 252 28,29 4,23 32,52
CPT No. : S - 20 Existing Elevation : 110,10 m
Pile Type : Minipile Plan Elevation : 108,45 m
Total Depth : 11,20 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m m kg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 32 38 3,62 0,64 4,26
2 2 45 108 5,09 1,81 6,91
3 3 47 192 5,32 3,23 8,54
Method : Meyerhof (1956)
∆ 28 x 28 x 28 cm
Graph
∆ 28 x 28 x 28 cm
Graph
0
1
2
3
4
0 7 14 21 28 35
D e p t h ( m )
P (ton)
Q point
Q skin
Q allowable
0
2
0 10 20 30 40 50P (ton)
Q point
i
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PT. Kalimantan Soil Eng
4 4 26 250 2,94 4,20 7,14
5 5 90 318 10,18 5,34 15,53
6 6 55 384 6,22 6,45 12,68
7 7 55 464 6,22 7,80 14,02
8 8 145 522 16,41 8,77 25,18
9 9 70 582 7,92 9,78 17,70
10 10 85 672 9,62 11,29 20,91
11 11 155 722 17,54 12,13 29,67
12 12 250 722 28,29 12,13 40,42
CPT No. : S - 21 Existing Elevation : 109,10 m
Pile Type : Minipile Plan Elevation : 106,83 m
Total Depth : 2,80 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m m kg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 30 46 3,39 0,77 4,17
2 2 140 98 15,84 1,65 17,49
3 3 250 128 28,29 2,15 30,44
∆ 28 x 28 x 28 cm
Graph
4
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12
D e p t h ( m )
i
Q allowable
0
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0 7 14 21 28 35
D e p t h ( m )
P (ton)
Q pointQ skinQ allowable
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Bearing Capacity Single Pile using CPT Data
CPT No. : S - 22 Existing Elevation : 110,00 m
Pile Type : Minipile Plan Elevation : 106,83 m
Total Depth : 3,00 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m mkg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 37 42 4,19 0,71 4,89
2 2 55 102 6,22 1,71 7,94
3 3 250 142 28,29 2,39 30,68
CPT No. : S - 23 Existing Elevation : 122,00 m
Pile Type : Minipile Plan Elevation : 105,30 m
Total Depth : 2,80 m
Pile Elevation Depth qc JHP Q point Q skin Q allowable
m m kg/cm² kg/cm ton ton ton
0 0 0 0 0,00 0,00 0,00
1 1 150 46 16,97 0,77 17,75
2 2 180 102 20,37 1,71 22,08
3 3 250 132 28,29 2,22 30,51
∆ 28 x 28 x 28 cm
Graph
Method : Meyerhof (1956)
∆ 28 x 28 x 28 cm
Graph
0
1
2
3
0 7 14 21 28 35
D e p t h ( m )
P (ton)
Q pointQ skinQ allowable
0
1
2
3
0 7 14 21 28 35
D e p t h ( m )
P (ton)
Q pointQ skinQ allowable