Analisis Daya Dukung Pondasi Bored Pile Diameter 0,8 Meter Menggunakan Metode Analitis dan Metode Elemen Hingga pada Proyek Pembangunan Hotel Sapadia Medan
LAMPIRAN
Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-1 dengan Metode Meyerhof
2.6 75 5024 94 251.2 400.41 130.32
52.65
1.8 35 5024 56 251.2 189.91
61.43
2 37 5024 66 251.2 202.47
65.28
2.2 41 5024 76 251.2 225.08
72.48
2.4 48 5024 84 251.2 262.25
84.60
2.8 85 5024 106 251.2 453.67 147.67 3 109 5024 122 251.2 578.26 188.67 3.2 125 5024 164 251.2 669.20 217.57 3.4 138 5024 188 251.2 740.54 240.55
23.78
3.6 51 5024 198 251.2 305.96
95.36
3.8 46 5024 208 251.2 283.35
87.48 4 115 5024 230 251.2 635.54 204.14 4.2 121 5024 252 251.2 671.21 215.30
4.4 75 5024 264 251.2 443.12 138.86
4.6 61 5024 276 251.2 375.80 116.02 4.8 101 5024 294 251.2 581.28 183.91 5 105 5024 310 251.2 605.39 191.41 5.2 71 5024 322 251.2 437.59 135.08
5.4 85 5024 334 251.2 510.94 159.13 5.6 112 5024 360 251.2 653.12 205.65 5.8 124 5024 384 251.2 719.44 226.95
6 48 5024 394 251.2 340.12 100.18
6.2 51 5024 402 251.2 357.21 105.60
6.4 65 5024 412 251.2 430.05 129.55
1.6 30 5024 48 251.2 162.78
75.36
Kedalaman PPK
0.6 10 5024 16 251.2
(qc) Ap JHL K Qult Qall
(m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 5024 251.2
0.00
0.00
0.2 6 5024 4 251.2
31.15
10.25
0.4 7 5024 10 251.2
37.68
12.23
54.26
1.4 13 5024 40 251.2
17.55
0.8 9 5024 22 251.2
50.74
16.18
1 15 5024 28 251.2
82.39
26.53
1.2 14 5024 34 251.2
78.88
25.15
6.6 71 5024 422 251.2 462.71 140.10 Tabel Lanjutan 6.8 154 5024 438 251.2 883.72 279.90 7 159 5024 464 251.2 915.37 289.58 7.2 164 5024 492 251.2 947.53 299.36
Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-2 dengan Metode Meyerhof
3.4 80 5024 164 251.2 443.12 142.21
28.13
2 34 5024 70 251.2 188.40
60.46
2.2 47 5024 80 251.2 256.22
82.73
2.4 51 5024 90 251.2 278.83
89.93
2.6 81 5024 104 251.2 433.07 140.87 2.8 115 5024 122 251.2 608.41 198.72
3 68 5024 136 251.2 375.80 120.71
3.2 75 5024 150 251.2 414.48 133.14
3.6 98 5024 182 251.2 538.07 173.26
1.8 15 5024 60 251.2
3.8 81 5024 196 251.2 456.18 145.50
4 57 5024 208 251.2 338.62 105.91 4.2 102 5024 226 251.2 569.22 182.17 4.4 127 5024 246 251.2 699.84 225.04
4.6 20 5024 254 251.2 164.28
46.25
4.8 11 5024 260 251.2 120.58
31.48
5 37 5024 270 251.2 253.71
75.53
5.2 35 5024 280 251.2 246.18
72.68
5.4 34 5024 290 251.2 243.66
90.43
19.36
Kedalaman PPK
0.8 15 5024 26 251.2
(qc) Ap JHL K Qult Qall
(m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 5024 251.2 0.2 10 5024 6 251.2
51.75
17.05
0.4 7 5024 12 251.2
38.18
12.33
0.6 12 5024 18 251.2
64.81
21.00
81.89
63.30
26.43
1 17 5024 34 251.2
93.95
30.18
1.2 8 5024 40 251.2
50.24
15.41
1.4 7 5024 46 251.2
46.72
14.03
1.6 10 5024 52 251.2
71.51 Tabel Lanjutan
5.6 41 5024 300 251.2 281.34
58.28
29.64
9.28
0.8 5 5024 22 251.2
30.65
9.48
1 6 5024 26 251.2
36.68
11.35
1.2 10 5024 32 251.2
18.35
17.35
1.4 15 5024 40 251.2
85.41
27.13
1.6 21 5024 48 251.2 117.56
37.58
1.8 27 5024 56 251.2 149.72
48.03
2 34 5024 66 251.2 187.40
60.25 2.2 107 5024 84 251.2 558.67 183.41 2.4 115 5024 102 251.2 603.38 197.71 2.6 124 5024 120 251.2 653.12 213.69 2.8 131 5024 140 251.2 693.31 226.41 3 121 5024 160 251.2 648.10 210.67 3.2 116 5024 180 251.2 628.00 203.30
0.6 5 5024 18 251.2
53.25
83.73
6.8 22 5024 350 251.2 198.45
5.8 45 5024 310 251.2 303.95
90.93
6 51 5024 322 251.2 337.11 101.59
6.2 21 5024 330 251.2 188.40
51.75
6.4 15 5024 336 251.2 159.76
42.00
6.6 10 5024 342 251.2 136.15
33.93
54.43
0.4 10 5024 12 251.2
7 30 5024 358 251.2 240.65
68.23
7.2 52 5024 368 251.2 353.69 105.57
7.4 86 5024 382 251.2 528.02 163.21 7.6 157 5024 408 251.2 891.26 283.42 7.8 163 5024 436 251.2 928.44 294.88 8 165 5024 466 251.2 946.02 299.73
Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-3 dengan Metode Meyerhof
Kedalaman PPK
(qc) Ap JHL K Qult Qall
(m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 5024 251.2 0.2 7 5024 6 251.2
36.68
12.02
3.4 67 5024 192 251.2 384.84 121.85 Tabel Lanjutan
3.6 75 5024 206 251.2 428.55 135.95
23.08
13.70
0.4 10 5024 12 251.2
53.25
17.35
0.6 12 5024 18 251.2
64.81
21.00
0.8 13 5024 26 251.2
71.84
1 10 5024 32 251.2
0.2 8 5024 6 251.2
58.28
18.35
1.2 11 5024 38 251.2
64.81
20.33
1.4 12 5024 48 251.2
72.35
22.51
1.6 10 5024 60 251.2
65.31
41.70
0.00
3.8 82 5024 220 251.2 467.23 148.38 4 131 5024 242 251.2 718.93 231.54 4.2 125 5024 262 251.2 693.81 222.50 4.4 131 5024 284 251.2 729.48 233.65 4.6 142 5024 304 251.2 789.77 253.08
6 57 5024 372 251.2 379.81 114.15
4.8 42 5024 314 251.2 289.88
86.11
5 9 5024 320 251.2 125.60
31.15
5.2 12 5024 326 251.2 142.18
36.47
5.4 20 5024 335 251.2 184.63
50.32
5.6 88 5024 350 251.2 530.03 164.95
5.8 74 5024 362 251.2 462.71 142.11
6.2 40 5024 382 251.2 296.92
0.00
86.18
6.4 43 5024 392 251.2 314.50
91.70
6.6 36 5024 402 251.2 281.85
80.48
6.8 82 5024 416 251.2 516.47 158.22 7 135 5024 438 251.2 788.27 248.09 7.2 147 5024 464 251.2 855.08 269.49 7.4 151 5024 492 251.2 882.21 277.59 7.6 163 5024 522 251.2 950.04 299.20 7.8 166 5024 552 251.2 972.65 305.73
Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-4 dengan Metode Meyerhof
Kedalaman PPK
(qc) Ap JHL K Qult Qall
(m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 5024 251.2
19.76 Tabel Lanjutan
1.8 12 5024 66 251.2
5.6 35 5024 220 251.2 231.10
30.91
4.8 10 5024 186 251.2
96.96
26.09
5 22 5024 196 251.2 159.76
46.69
5.2 28 5024 204 251.2 191.92
57.14
5.4 31 5024 212 251.2 209.00
62.57
69.67
95.52 4.4 115 5024 176 251.2 621.97 201.43
5.8 41 5024 230 251.2 263.76
80.22
6 95 5024 244 251.2 538.57 171.35 6.2 102 5024 260 251.2 577.76 183.88 6.4 105 5024 276 251.2 596.85 189.71
6.6 56 5024 286 251.2 353.19 108.15
6.8 51 5024 296 251.2 330.58 100.28
7 22 5024 306 251.2 187.40
52.22
7.2 45 5024 316 251.2 305.46
91.24
7.4 56 5024 326 251.2 363.24 110.16
4.6 13 5024 182 251.2 111.03
4.2 52 5024 168 251.2 303.45
76.87
46.59
23.41
2 28 5024 56 251.2 154.74
49.70
2.2 31 5024 66 251.2 172.32
55.23
2.4 35 5024 76 251.2 194.93
62.43
2.6 36 5024 86 251.2 202.47
64.61
2.8 25 5024 94 251.2 149.21
3 22 5024 104 251.2 136.65
89.90
42.07
3.2 24 5024 112 251.2 148.71
45.82
3.4 26 5024 120 251.2 160.77
49.57
3.6 43 5024 130 251.2 248.69
78.54
3.8 45 5024 142 251.2 261.75
82.49
4 49 5024 156 251.2 285.36
7.6 87 5024 338 251.2 521.99 162.68 7.8 152 5024 364 251.2 855.08 272.84 8 159 5024 392 251.2 897.29 285.97 8.2 165 5024 420 251.2 934.46 297.42 Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-5 dengan Metode Meyerhof
Kedalaman PPK
85.94
4.6 12 5024 172 251.2 103.49
28.34
4.4 12 5024 164 251.2 101.48
32.96
4.2 15 5024 156 251.2 114.55
49.40
4 25 5024 150 251.2 163.28
3.8 47 5024 144 251.2 272.30
4.8 14 5024 178 251.2 115.05
82.09
3.6 45 5024 134 251.2 259.74
58.24
3.4 31 5024 126 251.2 187.40
64.54
3.2 35 5024 118 251.2 205.48
92.61
28.74
32.39
85.21
52.62
6.6 39 5024 246 251.2 257.73
68.90
6.4 34 5024 238 251.2 230.60
63.47
6.2 31 5024 230 251.2 213.52
56.37
6 27 5024 222 251.2 191.41
5.8 25 5024 214 251.2 179.36
5 13 5024 184 251.2 111.53
47.29
5.6 22 5024 208 251.2 162.78
28.57
5.4 11 5024 202 251.2 106.01
29.94
5.2 12 5024 196 251.2 109.52
31.01
3 52 5024 110 251.2 288.88
2.8 48 5024 96 251.2 265.27
(qc) Ap JHL K Qult Qall
17.65
1.2 12 5024 34 251.2
18.15
57.27
1 10 5024 28 251.2
21.30
66.32
0.8 12 5024 24 251.2
54.76
21.80
0.6 10 5024 18 251.2
14.00
43.21
0.4 8 5024 12 251.2
12.02
36.68
(m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 5024 251.2 0.2 7 5024 6 251.2
68.83
1.4 14 5024 42 251.2
46.09
90.93
2.6 25 5024 84 251.2 146.70
33.96
2.4 18 5024 76 251.2 109.52
30.21
97.47
2.2 16 5024 68 251.2
28.23
2 15 5024 62 251.2
80.89
26.26
84.40
1.8 14 5024 56 251.2
27.63
87.92
1.6 15 5024 50 251.2
25.56
77.67 Tabel Lanjutan
6.8 45 5024 254 251.2 289.88
VI Medium to Coarse Sand 39 - - 62.70 117.70 137.16 254.85 101.94 10,45
26.55 6,45
V Sandy Silt
11
73.33
0.55
20.26
55.00
33.16
88.15
35.26 8,45
VII Medium Sand 24 - - 38.58 156.28 84.40 240.68
31.65
96.27 12,45
VIII Sand 35 - - 56.27 212.55 123.09 335.64 134.25 14,45
IX Sand 43 - - 69.13 281.68 151.22 432.90 173.16 16,45
IX Sand 38 - - 61.09 342.77 133.64 476.41 190.56 18,45
IX Sand 32 - - 51.45 394.22 112.54 506.75 202.70 20,45
IX Sand 51 - - 81.99 476.21 179.36 655.57 262.23 22,45
X Medium to Coarse Sand 53 - - 85.21 561.42 186.39 747.81 299.12
23.5 XI Silty Sand 51 - - 81.99 643.41 179.36 822.76 329.11 24,45
XI Silty Sand 50 - - 80.38 723.79 175.84 899.63 359.85 26,45
XI Silty Sand 47 - - 75.56 799.35 165.29 964.64 385.86 28,45
XI Silty Sand 55 - - 88.42 887.77 193.42 1081.20 432.48 30,45
66.38
34.73
88.12
Qult Qizin Description Local Cumm Bearing m
7 46 5024 264 251.2 297.42
90.30
7.2 58 5024 276 251.2 360.72 111.00
7.4 76 5024 288 251.2 454.17 141.74
7.6 85 5024 302 251.2 502.90 157.52
7.8 91 5024 316 251.2 536.56 168.27 8 135 5024 338 251.2 763.15 243.06 8.2 153 5024 362 251.2 859.61 274.41 8.4 161 5024 388 251.2 906.33 289.11 8.6 165 5024 416 251.2 933.46 297.22
Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-1)
Depth Soil
Layer Soil
N Cu
α Skin Friction End
(kN/m2) Ton Ton Ton Ton Ton 0,0
14.47
I Sandy Silt mixed Gravel,Boulder - - 2,45
III Clayes Silt
11
73.33
0.55
20.26
20.26
33.16
53.42
21.37 4,45
IV Silty Sand 9 - -
XI Silty Sand 51 - - 81.99 969.77 179.36 1149.12 459.65
Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-2)
V Silty Sand 35 - - 56.27 246.78 123.09 369.87 147.95 14,45
IV Sandy Silt 19 126.67
0.55
35.00
63.50 57.27 120.78
48.31 8,45
V Silty Sand 41 - - 65.91 129.42 144.19 273.61 109.44 10,45
V Silty Sand 38 - - 61.09 190.51 133.64 324.15 129.66 12,45
VI Medium Sand 51 - - 81.99 328.77 179.36 508.13 203.25 16,45
70.70
VI Medium Sand 49 - - 78.78 407.55 172.32 579.87 231.95 18,45
VI Medium Sand 50 - - 80.38 487.93 175.84 663.77 265.51 20,45
VII Medium to Coarse Sand 22 - - 35.37 523.30 77.37 600.67 240.27 22,45
VIII Fine to Medium Sand 20 - - 32.15 555.45 70.34 625.79 250.32
23.5 IX Medium Sand 24 - - 38.58 594.04 84.40 678.44 271.38 24,45
IX Medium Sand 28 - - 45.02 639.05 98.47 737.52 295.01 26,45
IX Medium Sand 39 - - 62.70 701.75 137.16 838.91 335.56 28,45
X Silty Sand 53 - - 85.21 786.96 186.39 973.35 389.34 30,45
28.28 6,45
42.20
Depth Soil
5
Layer Soil
N Cu
α Skin Friction End
Qult Qizin Description Local Cumm Bearing m
(kN/m2) Ton Ton Ton Ton Ton 0,0
I Sandy Silt mixed Gravel,Boulder - - 2,45
II Clayes Silt
33.33
28.50
0.55
9.21
9.21
15.07
24.28
9.71 4,45
III Clayes Sand 12 - -
19.29
X Silty Sand 56 - - 90.03 876.99 196.94 1073.93 429.57
Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-3)
1.5
VIII Sand 51 - - 81.99 442.71 179.36 622.07 248.83 20,45
VIII Sand 50 - - 80.38 523.10 175.84 698.94 279.58 22,45
IX Medium Sand 49 - - 78.78 601.88 172.32 774.20 309.68
23.5 IX Medium Sand 51 - - 81.99 683.87 179.36 863.22 345.29 24,45
IX Medium Sand 53 - - 85.21 769.07 186.39 955.46 382.19 26,45
X Silty Sand 52 - - 83.60 852.67 182.87 1035.55 414.22 28,45
X Silty Sand 50 - - 80.38 933.06 175.84 1108.90 443.56 30,45
X Silty Sand 37 - - 59.48 992.54 130.12 1122.66 449.07 Parameter Tanah untuk Program Plaxis pada Lokasi BH-1
No. Jenis Tanah Tebal MAT γ dry γ wet kx ky
Es’ µ'
Lap dan Lap (m) (kN/m 3) (kN/m 3 ) (m/day (m/day) (kN/m 2 ) kN/m2 Konsistensi (m) tanah
1 Sandy Silt mixed
0.55
4.5 14.3 864.000000 864.000000
0.55 44.21 296.42 72.35 368.76 147.50 16,45
0.45
25 Gravel and Boulder N = 0 Medium
2 Sandy Silt and
0.55
4.5 14.3 864.000000 864.000000
0.45
25 Boulder N = 0 Medium
3 Clayes Silt and
2.4
10.7 20.5 864.000000 864.000000 8273.76
0.45
32.9
30.2
0.2 Boulder
VIII Sand 40 - - 64.31 360.72 140.67 501.40 200.56 18,45
VII Silty Clay some Sand 24 160.00
Depth Soil
29.14
Layer Soil
N Cu
α Skin Friction End
Qult Qizin Description Local Cumm Bearing m
(kN/m2) Ton Ton Ton Ton Ton 0,0
I Boulder, Sand and Gravel - - 2,45
II Clayes Silt
6
40.00
0.55
11.05
11.05
18.09
11.66 4,45
VI Medium Sand 48 - - 77.17 252.20 168.81 421.01 168.40 14,45
III Sand some Clay 12 - -
19.29
30.34
42.20
72.55
29.02 6,45
IV Medium to Coarse Sand 13 - -
20.90
51.24
45.72
96.96
38.79 8,45
V Sand some Gravel 40 - - 64.31 115.55 140.67 256.22 102.49 10,45
VI Medium Sand 37 - - 59.48 175.04 130.12 305.16 122.06 12,45
C’ ϕ Ψ
Tabel Lanjutan N = 11 Medium
4 Slity Sand
2
8.1 17.9 8.640000 8.640000 6894.8
0.4
32.5
2.5 N = 9 Loose to Medium
5 Sandy Silt
1.7
10.7 20.5 0.008640 0.008640 8273.76
0.35
32.9
30.2
0.2 N = 11 Medium Dense
6 Medium to Coarse
1.25
9.8 19.6 864.000000 864.000000 31026.6
0.3
38.9
8.9 Sand N = 39 Dense
7 Medium Sand
3.95
9.8 19.6 8.640000 8.640000 31026.6
0.3
38.9
8.9 N = 39 Dense
8 Sand
1.2
9.7 19.5 8.640000 8.640000 26200.24
0.3
38.5
8.5 N = 35 Dense
9 Sand
7.6
10.7 20.5 8.640000 8.640000 37921.4
0.2
40.1
10.1 N = 51 Dense to Very Dense
10 Medium to Coarse
1.35
10.9 20.7 864.000000 864.000000 39989.84
0.2
40.4
10.4 Sand N = 53 Very Dense
11 Silty Sand
7.9
11.1 20.9 8.640000 8.640000 41368.8
0.2
40.8
10.8 N = 55 Dense to Very Dense Parameter Tanah untuk Program Plaxis pada Lokasi BH-2 No. Jenis Tanah Tebal MAT
γdry γwet kx ky Es’
µ '
C’ ϕ Ψ
1 Sandy Silt mixed
36.4
40.1
10.1 N = 51 Dense to Very
Dense
7 Medium to Coarse
2.8
9.4 19.2 864.00000 864.00000 18615.96
0.35
36.8
3.8 Sand N = 22
Medium Dense
8 Fine to Medium
1.3
9.3 19.1 8.64000 8.64000 17926.48
0.35
6.3 Sand N = 20
10.7 20.5 8.64000 8.64000 41368.8
Medium Dense
9 Medium Sand
3.95
9.8 19.6 8.64000 8.64000 28958.16
0.3
38.9
8.9 N = 39 Medium to Dense
10 Silty Sand
3.5
11.3 21.1 8.64000 8.64000 55158.4
0.2
41
11 N = 56 Dense to Very
Dense
0.2
6.4
0.55
0.35
1.35
4.5 14.3 864.00000 864.00000
0.45
25 Gravel and Boulder N = 0
Medium
2 Clayes Silt
2.85
8.9 18.7 0.00864 0.00864 3447.4
0.45
15
27.6 N = 5 Medium
3 Clayes Sand
1.5
8.6 18.4 8.64000 8.64000 8273.76
33.9
Lap dan Lap (m) (kN/m3 (kN/m3) (m/day (m/day) (kN/m2) kN/m2 Konsistensi (m) tanah
3.9 N = 12 Medium
4 Sandy Silt
2.35
11 20.8 0.00864 0.00864 17237
0.35
56.9
32.7
2.7 N = 19 Medium Dense
5 Silty Sand
5.25
9.9 19.7 8.64000 8.64000 31026.6
0.3
39
9 N = 41 Dense Parameter Tanah untuk Program Plaxis pada Lokasi BH-3 No. Jenis Tanah Tebal MAT kx ky µ'
6 Medium Sand
γdry γwet Es’ C’ ϕ Ψ Lap dan Lap (m) (kN/m3 (kN/m3) (m/day (m/day) (kN/m2) kN/m2
Konsistensi (m) tanah
1 Boulder, Sand and
0.9
1.45
5.1 14.9 864.00000 864.00000
0.45
25 Gravel N = 0 Dense
2 Clayes Silt
2.35
9.4 19.2 0.00864 0.00864 3792.14
0.45
18
28.1 N = 6 Medium
3 Sand
1.85
8.6 18.4 0.00864 0.00864 8273.76
0.35
33.9
0.9 N = 12 Medium
4 Medium to Coarse
2.1
8.7 18.5 864.00000 864.00000 8618.5
0.35
34.2
4.2 Sand N = 13 Medium Dense
5 Sand
1.35
9.9 19.7 864.00000 864.00000 30337.12
0.3
39
9 N = 40 Dense
6 Medium Sand
5.35
10.4 20.2 8.64000 8.64000 33784.52
0.3
39.7
9.7 N = 48 Dense
7 Silty Clay
0.55
11.2 21 0.00086 0.00086 30337.12
0.3
70.9
33.9
3.9 Sand N = 40 Very Stiff
8 Sand
6.95
10.7 20.5 8.64000 8.64000 34474
0.2
40.2
10.2 N = 50 Dense to Very Dense
9 Medium Sand
4.3
11 20.8 8.64000 8.64000 44816.2
0.2
40.5
10.5 N = 53 Dense to Very Dense
10 Silty Sand
4.75
10.8 20.6 8.64000 8.64000 41368.8
0.2
40.2
10.2 N = 52 Very Dense to Dense