Daya Dukung Tiang Pancang 736g58
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Klasifikasi Konsistensi Tanah
Data Boring SPT Kedalaman (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Jenis Tanah Lime stone
Silty clay, sandy; soft Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
Nilai NSPT 0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 19.5 26 32.5 39 36.75 34.5 32.25 30 28 26 24 22
Grafik
N'SPT (N koreksi utk pasir)
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
Data T (Sondir) Kedalaman (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Jenis Tanah
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
qc 2
(kg/cm ) 0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
PERHITUNGAN DAYA DUKUNG TIANG PANCANG METODE LUCIANO DE COURT
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= =
Petro-13 Kantor Biro Pemeriksaan PT. Petrokimia Gresik
= = = =
Bulat 40 1256.637 125.6637
ŇP 0 1.500 1.500 2.650 3.950 5.400 6.500 7.200 7.850 8.450 9.000 9.600 10.300 11.100 12.000 12.750 13.250 13.500 13.500 14.150 15.500 17.550 20.300 22.875 24.375 25.000 24.750 24.950 24.975 24.825 24.500 25.000 24.000
K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm 2
cm = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.125664 1.256637 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
2
m m
QP (t)
QS (t)
QL (t)
0 0.000 0.000 6.660 9.927 10.179 12.252 13.572 14.797 21.237 22.619 24.127 25.887 20.923 22.619 24.033 24.976 33.929 33.929 35.563 38.956 59.546 68.876 77.613 82.702 84.823 83.975 84.653 84.738 53.033 52.339 53.407 51.271
0 0.628 1.257 3.770 5.027 6.283 7.540 9.346 11.542 13.854 16.279 18.815 21.459 24.310 27.367 30.631 34.102 37.533 40.923 44.270 47.573 51.729 56.544 62.020 68.160 74.084 79.791 85.277 90.543 96.927 102.912 108.498 113.681
0 0.628 1.257 10.430 14.954 16.462 19.792 22.918 26.339 35.092 38.899 42.942 47.346 45.233 49.986 54.664 59.077 71.463 74.853 79.833 86.528 111.275 125.420 139.633 150.862 158.907 163.765 169.931 175.281 149.960 155.251 161.905 164.952
Daya Dukung TP D40 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
(Berdasarkan Data Boring SPT) DATA PERENCANAAN : Data Tanah Project
Qs 8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.208 2.208 2.821 3.889 4.833 5.833 6.889 7.722 8.389 9.083 9.806 10.556 11.194 11.750 12.222 12.611 13.417 14.472 15.778 17.333 18.653 19.875 21.000 22.028 23.694 24.667 25.056 24.861 24.594 24.411 24.354 24.500
Segiempat 45 2025 180 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
x cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
45 0.2025 1.8 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
cm m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 11.427 15.750 14.681 17.719 20.925 23.456 33.975 36.788 39.713 42.750 34.003 35.691 37.125 38.306 54.338 58.613 63.900 70.200 101.984 108.667 114.818 120.437 129.549 134.865 136.991 135.928 84.664 84.034 83.839 84.341
0 0.900 1.800 5.400 7.200 9.000 10.800 13.388 16.533 19.845 23.318 26.950 30.738 34.821 39.200 43.875 48.847 53.763 58.618 63.413 68.143 74.097 80.993 88.838 97.632 106.118 114.292 122.151 129.693 138.838 147.411 155.412 162.836
0 0.900 1.800 16.827 22.950 23.681 28.519 34.313 39.990 53.820 60.106 66.663 73.488 68.825 74.891 81.000 87.153 108.100 117.231 127.313 138.343 176.081 189.660 203.655 218.069 235.667 249.157 259.142 265.621 223.501 231.445 239.251 247.178
Daya Dukung TP 45x45 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs
8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.208 2.821 3.375 3.889 4.833 5.833 6.889 7.722 8.389 9.083 9.806 10.556 11.194 11.750 12.222 12.611 13.417 14.472 15.778 17.333 18.653 19.875 21.000 22.028 23.694 24.667 25.056 24.861 24.594 24.411 24.354 24.500
Bulat 50 1963.495 157.0796 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.19635 1.570796 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 13.254 15.272 14.235 17.181 20.289 22.744 32.943 35.670 38.506 41.452 32.970 34.607 35.997 37.143 52.687 56.832 61.959 68.068 98.887 105.366 111.330 116.779 125.615 130.769 132.830 131.800 82.093 81.482 81.293 81.780
0 0.785 1.571 4.712 6.283 7.854 9.425 11.683 14.428 17.318 20.349 23.518 26.824 30.387 34.208 38.288 42.627 46.917 51.154 55.338 59.466 64.661 70.680 77.525 85.200 92.605 99.738 106.597 113.179 121.159 128.641 135.622 142.102
0 0.785 1.571 17.966 21.555 22.089 26.605 31.972 37.172 50.261 56.019 62.025 68.276 63.358 68.815 74.286 79.770 99.604 107.987 117.297 127.534 163.548 176.046 188.856 201.979 218.220 230.507 239.427 244.978 203.251 210.122 216.915 223.881
Daya Dukung TP D50 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6 Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs 8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.821 3.375 3.889 4.350 4.773 5.636 6.545 7.545 8.409 9.136 9.886 10.545 11.114 11.591 12.000 12.750 13.750 15.000 16.455 17.716 18.784 19.659 20.455 21.773 22.932 23.932 24.364 24.750 24.861 24.594 24.411 24.354
Bulat 60 2827.433 188.4956 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.282743 1.884956 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 21.991 24.599 20.242 23.905 27.760 32.001 47.552 51.665 55.906 59.633 47.135 49.159 50.894 54.075 77.754 84.823 93.048 100.181 143.399 150.079 156.151 166.215 175.063 182.697 185.994 188.943 119.498 118.213 117.333 117.062
0 0.942 1.885 5.655 7.540 9.425 11.310 14.019 17.314 20.782 24.419 28.222 32.189 36.465 41.050 45.946 51.153 56.300 61.385 66.405 71.359 77.594 84.816 93.030 102.240 111.126 119.686 127.916 135.814 145.390 154.369 162.747 170.522
0 0.942 1.885 27.646 32.138 29.667 35.214 41.780 49.315 68.334 76.084 84.128 91.822 83.600 90.209 96.840 105.227 134.054 146.208 159.454 171.540 220.993 234.895 249.182 268.455 286.189 302.383 313.910 324.758 264.889 272.582 280.080 287.583
Daya Dukung TP D60 0
20
40
60
Daya Dukung (t) 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs 8
10
12
14
16
QL
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0.628319 1.256637 10.43009 14.95398 16.46195 19.79203 22.91792 26.33935 35.09159 38.89863 42.94208 47.34622 45.23295 49.98623 54.66371 59.07734 71.46251 74.85258 79.83311 86.52844 111.2749 125.4204 139.6333 150.8624 158.9072 163.7654 169.9308 175.281 149.9601 155.2514 161.9049 164.952
0 0.20944 0.418879 3.476696 4.98466 5.487315 6.597345 7.639306 8.779782 11.6972 12.96621 14.31403 15.78207 15.07765 16.66208 18.22124 19.69245 23.82084 24.95086 26.61104 28.84281 37.09164 41.8068 46.54444 50.28747 52.96906 54.58847 56.64359 58.42702 49.9867 51.75048 53.96831 54.98401
3 45x45
D50
D60
QL
P ijin
QL
P ijin
QL
P ijin
(t)
(t)
(t)
(t)
(t)
(t)
0 0.9 1.8 16.82679 22.95 23.68125 28.51875 34.3125 39.98958 53.82 60.10568 66.6625 73.48846 68.82455 74.89063 81 87.15331 108.1 117.2309 127.3125 138.3429 176.0807 189.66 203.655 218.0689 235.6672 249.1567 259.1421 265.6212 223.5015 231.4452 239.2509 247.1776
0 0.3 0.6 5.608929 7.65 7.89375 9.50625 11.4375 13.32986 17.94 20.03523 22.22083 24.49615 22.94152 24.96354 27 29.0511 36.03333 39.07697 42.4375 46.11429 58.69355 63.22001 67.885 72.68963 78.55572 83.05222 86.38071 88.54041 74.50049 77.14839 79.75031 82.39254
0 0.785398 1.570796 17.96598 21.55482 22.08932 26.60536 31.97225 37.17188 50.26112 56.01912 62.02464 68.27594 63.35779 68.81506 74.28558 79.76989 99.60376 107.9865 117.297 127.5337 163.548 176.0462 188.8555 201.9789 218.2199 230.5071 239.4272 244.9782 203.2511 210.1222 216.9151 223.8811
0 0.261799 0.523599 5.988661 7.184939 7.363108 8.868454 10.65742 12.39063 16.75371 18.67304 20.67488 22.75865 21.11926 22.93835 24.76186 26.58996 33.20125 35.9955 39.09901 42.51123 54.516 58.68207 62.95184 67.32629 72.73995 76.8357 79.80908 81.6594 67.75036 70.04072 72.30504 74.62704
0 0.942478 1.884956 27.64602 32.13849 29.66663 35.2144 41.77961 49.31507 68.33392 76.08366 84.12804 91.82238 83.59951 90.20893 96.83959 105.2272 134.0544 146.2081 159.4537 171.5401 220.9928 234.8951 249.1818 268.4545 286.1894 302.3831 313.9098 324.7575 264.8886 272.582 280.0802 287.5835
Pijin vs Kedalaman Pijin (t)
0 0 10 20 30 40 50 60 70 80 90 100 110 120 0 0.314159 0.628319 1 9.215338 10.71283 2 9.888877 11.73813 3 13.92654 4 16.43836 22.77797 5 25.36122 28.04268 6 30.60746 27.8665 7 30.06964 8 32.27986 35.07573 9 44.68479 48.73602 10 53.15123 57.18005 11 73.66428 12 78.29835 83.06062 13 89.48484 95.39647 14 100.7944 104.6366 15 108.2525 16 88.29621 90.86066 93.36007 Dari grafik di atas diambil dimensi tiang pancang bulat dengan diamater 60 cm 95.86116 Dengan kedalaman 13 m Kedalaman (m)
PEMILIHAN DIMENSI TIANG PANCANG SF = Ukuran Tiang Pancang D40 QL Kedalaman P ijin Jenis Tanah (m) (t) (t)
Pijin D40 Pijin 45x45 Pijin D50 Pijin D60
PERHITUNGAN DAYA DUKUNG TIANG PANCANG METODE VAN DER WEEN (Berdasarkan Data T/ Sondir)
DATA PERENCANAAN : Data Tanah Project
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= =
Petro-13 Kantor Biro Pemeriksaan PT. Petrokimia Gresik
= = = = =
Bulat
(qc)m (kg/cm2) 0.00 0.00 1.25 4.40 8.00 10.60 13.60 16.60 18.20 20.60 26.00 31.00 37.50 43.50 53.50 59.50 70.50 83.00 88.50 94.50 108.50 121.50 124.50 137.00 143.00 142.20 138.00 138.00 130.40 122.40 114.20 105.60 99.50
40 1256.637 125.664 3
cm2 cm
Jenis Tanah
α
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
Qp (kg) 0.00 0.00 0.00 1228.71 2234.02 2960.08 3797.84 4635.59 5082.40 5752.61 7260.57 8656.83 10471.98 16564.76 20372.75 22657.55 26846.34 31606.33 33700.72 35985.52 41316.70 84823.00 86917.40 95644.04 99832.83 99274.33 96342.17 96342.17 91036.37 46609.81 43487.26 40212.39 37889.51
β 0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
qs Qs perlapis Qs kumulatif QN (kg) 2 (kg) (kg) (kg/cm ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 392.70 392.70 1621.41 0.43 1335.18 1727.88 3961.90 0.45 1413.72 3141.59 6101.67 0.33 1021.02 4162.61 7960.45 0.38 1178.10 5340.71 9976.30 0.50 1570.80 6911.50 11993.90 0.63 1963.50 8875.00 14627.60 0.75 2356.19 11231.19 18491.76 1.00 3141.59 14372.79 23029.62 1.00 3141.59 17514.38 27986.35 0.53 1649.34 19163.72 35728.48 0.55 1727.88 20891.59 41264.34 0.80 2513.27 23404.87 46062.41 0.70 2199.11 25603.98 52450.32 0.95 2984.51 28588.49 60194.82 1.15 3612.83 32201.32 65902.05 0.83 2591.81 34793.14 70778.65 1.10 3455.75 38248.89 79565.59 7.00 21991.15 60240.04 145063.04 8.00 25132.74 85372.78 172290.18 6.50 20420.35 105793.13 201437.18 7.25 22776.55 128569.68 228402.51 7.00 21991.15 150560.83 249835.16 6.80 21362.83 171923.66 268265.83 6.95 21834.07 193757.73 290099.90 6.50 20420.35 214178.08 305214.45 1.07 3361.50 217539.58 264149.39 1.00 3141.59 220681.18 264168.43 0.95 2984.51 223665.69 263878.07 0.96 3015.93 226681.62 264571.13
QN (t) 0.00 0.00 0.00 1.62 3.96 6.10 7.96 9.98 11.99 14.63 18.49 23.03 27.99 35.73 41.26 46.06 52.45 60.19 65.90 70.78 79.57 145.06 172.29 201.44 228.40 249.84 268.27 290.10 305.21 264.15 264.17 263.88 264.57
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = = (qc)m (kg/cm2) 0.00 0.00 1.25 4.40 8.00 10.60 13.60 16.60 18.20 20.60 26.00 31.00 37.50 43.50 53.50 59.50 70.50 83.00 88.50 94.50 108.50 121.50 124.50 137.00 143.00 142.20 138.00 138.00 130.40 122.40 114.20 105.60 99.50
Persegi 45 2025 180 3
cm cm
Jenis Tanah
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
x
45
cm
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 1980.00 3600.00 4770.00 6120.00 7470.00 8190.00 9270.00 11700.00 13950.00 16875.00 26693.18 32829.55 36511.36 43261.36 50931.82 54306.82 57988.64 66579.55 136687.50 140062.50 154125.00 160875.00 159975.00 155250.00 155250.00 146700.00 75109.09 70077.27 64800.00 61056.82
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 562.50 1912.50 2025.00 1462.50 1687.50 2250.00 2812.50 3375.00 4500.00 4500.00 2362.50 2475.00 3600.00 3150.00 4275.00 5175.00 3712.50 4950.00 31500.00 36000.00 29250.00 32625.00 31500.00 30600.00 31275.00 29250.00 4815.00 4500.00 4275.00 4320.00
Qs kumulatif (kg) 0.00 0.00 0.00 562.50 2475.00 4500.00 5962.50 7650.00 9900.00 12712.50 16087.50 20587.50 25087.50 27450.00 29925.00 33525.00 36675.00 40950.00 46125.00 49837.50 54787.50 86287.50 122287.50 151537.50 184162.50 215662.50 246262.50 277537.50 306787.50 311602.50 316102.50 320377.50 324697.50
QN (kg) 0.00 0.00 0.00 2542.50 6075.00 9270.00 12082.50 15120.00 18090.00 21982.50 27787.50 34537.50 41962.50 54143.18 62754.55 70036.36 79936.36 91881.82 100431.82 107826.14 121367.05 222975.00 262350.00 305662.50 345037.50 375637.50 401512.50 432787.50 453487.50 386711.59 386179.77 385177.50 385754.32
QN (t) 0.00 0.00 0.00 2.54 6.08 9.27 12.08 15.12 18.09 21.98 27.79 34.54 41.96 54.14 62.75 70.04 79.94 91.88 100.43 107.83 121.37 222.98 262.35 305.66 345.04 375.64 401.51 432.79 453.49 386.71 386.18 385.18 385.75
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: 2
h (m)
h (cm)
qc (kg/cm )
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = = (qc)m (kg/cm2) 0.00 0.00 1.25 4.40 6.67 8.83 11.33 14.67 18.00 20.17 23.83 28.33 34.58 40.42 49.58 56.25 65.42 77.92 82.92 92.08 102.08 117.08 122.92 127.92 137.50 141.83 141.67 136.67 132.83 125.33 117.83 111.17 105.60
Bulat 50 1963.495 157.080 3
cm cm
Jenis Tanah
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 1919.86 2908.88 3854.27 4945.10 6399.54 7853.98 8799.37 10399.25 12362.75 15089.83 24047.86 29502.01 33468.67 38922.83 46360.31 49335.30 54789.46 60739.44 127718.10 134081.28 139535.44 149989.23 154716.17 154534.36 149080.21 144898.69 74573.16 70110.67 66144.01 62831.85
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm 2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 490.87 1668.97 1767.15 1276.27 1472.62 1963.50 2454.37 2945.24 3926.99 3926.99 2061.67 2159.84 3141.59 2748.89 3730.64 4516.04 3239.77 4319.69 27488.94 31415.93 25525.44 28470.68 27488.94 26703.54 27292.59 25525.44 4201.88 3926.99 3730.64 3769.91
Qs kumulatif (kg) 0.00 0.00 0.00 490.87 2159.84 3926.99 5203.26 6675.88 8639.38 11093.75 14038.99 17965.98 21892.97 23954.64 26114.49 29256.08 32004.98 35735.62 40251.66 43491.42 47811.11 75300.05 106715.98 132241.42 160712.10 188201.03 214904.57 242197.16 267722.60 271924.48 275851.47 279582.11 283352.02
QN (kg) 0.00 0.00 0.00 2410.74 5068.73 7781.26 10148.36 13075.42 16493.36 19893.12 24438.25 30328.73 36982.80 48002.50 55616.50 62724.75 70927.80 82095.92 89586.96 98280.88 108550.55 203018.15 240797.26 271776.85 310701.33 342917.20 369438.93 391277.37 412621.29 346497.64 345962.14 345726.12 346183.88
QN (t) 0.00 0.00 0.00 2.41 5.07 7.78 10.15 13.08 16.49 19.89 24.44 30.33 36.98 48.00 55.62 62.72 70.93 82.10 89.59 98.28 108.55 203.02 240.80 271.78 310.70 342.92 369.44 391.28 412.62 346.50 345.96 345.73 346.18
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = =
Bulat
(qc)m 2
(kg/cm ) 0.00 0.00 1.25 4.40 6.67 8.83 11.33 14.67 18.00 20.17 23.83 28.33 34.58 40.42 49.58 56.25 65.42 77.92 82.92 92.08 102.08 117.08 122.92 127.92 137.50 141.83 141.67 136.67 132.83 125.33 117.83 111.17 105.60
60 2827.433 188.496 3
cm cm
Jenis Tanah
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 2764.60 4188.79 5550.15 7120.94 9215.34 11309.73 12671.09 14974.92 17802.36 21729.35 34628.92 42482.90 48194.89 56048.87 66758.84 71042.83 78896.82 87464.80 183914.07 193077.05 200931.03 215984.49 222791.28 222529.48 214675.50 208654.11 107385.35 100959.36 95247.38 90477.87
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm 2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 589.05 2002.77 2120.58 1531.53 1767.15 2356.19 2945.24 3534.29 4712.39 4712.39 2474.00 2591.81 3769.91 3298.67 4476.77 5419.25 3887.72 5183.63 32986.72 37699.11 30630.53 34164.82 32986.72 32044.25 32751.10 30630.53 5042.26 4712.39 4476.77 4523.89
Qs kumulatif (kg) 0.00 0.00 0.00 589.05 2591.81 4712.39 6243.92 8011.06 10367.26 13312.50 16846.79 21559.18 26271.57 28745.57 31337.39 35107.30 38405.97 42882.74 48301.99 52189.71 57373.34 90360.06 128059.17 158689.70 192854.52 225841.24 257885.49 290636.59 321267.12 326309.37 331021.76 335498.53 340022.43
QN (kg) 0.00 0.00 0.00 3353.65 6780.60 10262.54 13364.86 17226.40 21676.99 25983.59 31821.72 39361.54 48000.92 63374.49 73820.29 83302.19 94454.84 109641.58 119344.82 131086.52 144838.13 274274.13 321136.22 359620.73 408839.01 448632.52 480414.97 505312.09 529921.23 433694.72 431981.13 430745.91 430500.30
QN (t) 0.00 0.00 0.00 3.35 6.78 10.26 13.36 17.23 21.68 25.98 31.82 39.36 48.00 63.37 73.82 83.30 94.45 109.64 119.34 131.09 144.84 274.27 321.14 359.62 408.84 448.63 480.41 505.31 529.92 433.69 431.98 430.75 430.50
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
SF =
3
45x45 QN P ijin
D50 QN P ijin
QN
D60 P ijin
(t)
(t)
(t)
(t)
(t)
(t)
0.000 0.000 0.000 1.621 3.962
0.000 0.000 0.000 0.540 1.321
0.000 0.000 0.000 2.543 6.075
0.000 0.000 0.000 0.848 2.025
0.000 0.000 0.000 2.411 5.069
0.000 0.000 0.000 0.804 1.690
0.000 0.000 0.000 3.354 6.781
0.000 0.000 0.000 1.118 2.260
6.102 7.960 9.976 11.994
2.034 2.653 3.325 3.998
9.270 12.083 15.120 18.090
3.090 4.028 5.040 6.030
7.781 10.148 13.075 16.493
2.594 3.383 4.358 5.498
10.263 13.365 17.226 21.677
3.421 4.455 5.742 7.226
14.628 4.876 21.983 7.328 19.893 6.631 18.492 6.164 27.788 9.263 24.438 8.146 23.030 7.677 34.538 11.513 30.329 10.110 27.986 9.329 41.963 13.988 36.983 12.328 35.728 11.909 54.143 18.048 48.003 16.001 41.264 13.755 62.755 20.918 55.617 18.539 46.062 15.354 70.036 23.345 62.725 20.908 52.450 17.483 79.936 26.645 70.928 23.643 60.195 20.065 91.882 30.627 82.096 27.365 65.902 21.967 100.432 33.477 89.587 29.862 70.779 23.593 107.826 35.942 98.281 32.760 79.566 26.522 121.367 40.456 108.551 36.184 145.063 48.354 222.975 74.325 203.018 67.673 172.290 57.430 262.350 87.450 240.797 80.266 201.437 67.146 305.663 101.888 271.777 90.592 228.403 76.134 345.038 115.013 310.701 103.567 249.835 83.278 375.638 125.213 342.917 114.306 268.266 89.422 401.513 133.838 369.439 123.146 290.100 96.700 432.788 144.263 391.277 130.426 305.214 101.738 453.488 151.163 412.621 137.540 264.149 88.050 386.712 128.904 346.498 115.499 264.168 88.056 386.180 128.727 345.962 115.321 263.878 87.959 385.178 128.393 345.726 115.242 264.571 88.190 385.754 128.585 346.184 115.395
25.984 31.822 39.362 48.001 63.374 73.820 83.302 94.455 109.642 119.345 131.087 144.838 274.274 321.136 359.621 408.839 448.633 480.415 505.312 529.921 433.695 431.981 430.746 430.500
Pijin vs Kedalaman 0.000 0
50.000
Pijin (t) 100.000
150.000
200.000
1 2 3 4
Kedalaman (m)
PEMILIHAN DIMENSI TIANG PANCANG Ukuran Tiang Pancang D40 QN Kedalaman P ijin Jenis Tanah (m) (t) (t)
5
D40
6
45x45
7
D50
8
D60
8.661 9 10.607 13.121 10 16.000 11 21.125 12 24.607 13 27.767 14 31.485 15 36.547 39.782 16 43.696 17 48.279 91.425 Dari grafik di atas diambil dimensi tiang pancang bulat dengan 107.045 diamater 60 cm 119.874 Dengan kedalaman 11 m 136.280 149.544 160.138 168.437 176.640 144.565 143.994 143.582 143.500
Data Boring SPT Kedalaman (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Jenis Tanah Lime stone
Silty clay, sandy; soft Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
Nilai NSPT 0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 19.5 26 32.5 39 36.75 34.5 32.25 30 28 26 24 22
Grafik
N'SPT (N koreksi utk pasir)
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
Data T (Sondir) Kedalaman (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Jenis Tanah
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
qc 2
(kg/cm ) 0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
PERHITUNGAN DAYA DUKUNG TIANG PANCANG METODE LUCIANO DE COURT
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= =
Petro-13 Kantor Biro Pemeriksaan PT. Petrokimia Gresik
= = = =
Bulat 40 1256.637 125.6637
ŇP 0 1.500 1.500 2.650 3.950 5.400 6.500 7.200 7.850 8.450 9.000 9.600 10.300 11.100 12.000 12.750 13.250 13.500 13.500 14.150 15.500 17.550 20.300 22.875 24.375 25.000 24.750 24.950 24.975 24.825 24.500 25.000 24.000
K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm 2
cm = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.125664 1.256637 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
2
m m
QP (t)
QS (t)
QL (t)
0 0.000 0.000 6.660 9.927 10.179 12.252 13.572 14.797 21.237 22.619 24.127 25.887 20.923 22.619 24.033 24.976 33.929 33.929 35.563 38.956 59.546 68.876 77.613 82.702 84.823 83.975 84.653 84.738 53.033 52.339 53.407 51.271
0 0.628 1.257 3.770 5.027 6.283 7.540 9.346 11.542 13.854 16.279 18.815 21.459 24.310 27.367 30.631 34.102 37.533 40.923 44.270 47.573 51.729 56.544 62.020 68.160 74.084 79.791 85.277 90.543 96.927 102.912 108.498 113.681
0 0.628 1.257 10.430 14.954 16.462 19.792 22.918 26.339 35.092 38.899 42.942 47.346 45.233 49.986 54.664 59.077 71.463 74.853 79.833 86.528 111.275 125.420 139.633 150.862 158.907 163.765 169.931 175.281 149.960 155.251 161.905 164.952
Daya Dukung TP D40 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
(Berdasarkan Data Boring SPT) DATA PERENCANAAN : Data Tanah Project
Qs 8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.208 2.208 2.821 3.889 4.833 5.833 6.889 7.722 8.389 9.083 9.806 10.556 11.194 11.750 12.222 12.611 13.417 14.472 15.778 17.333 18.653 19.875 21.000 22.028 23.694 24.667 25.056 24.861 24.594 24.411 24.354 24.500
Segiempat 45 2025 180 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
x cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
45 0.2025 1.8 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
cm m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 11.427 15.750 14.681 17.719 20.925 23.456 33.975 36.788 39.713 42.750 34.003 35.691 37.125 38.306 54.338 58.613 63.900 70.200 101.984 108.667 114.818 120.437 129.549 134.865 136.991 135.928 84.664 84.034 83.839 84.341
0 0.900 1.800 5.400 7.200 9.000 10.800 13.388 16.533 19.845 23.318 26.950 30.738 34.821 39.200 43.875 48.847 53.763 58.618 63.413 68.143 74.097 80.993 88.838 97.632 106.118 114.292 122.151 129.693 138.838 147.411 155.412 162.836
0 0.900 1.800 16.827 22.950 23.681 28.519 34.313 39.990 53.820 60.106 66.663 73.488 68.825 74.891 81.000 87.153 108.100 117.231 127.313 138.343 176.081 189.660 203.655 218.069 235.667 249.157 259.142 265.621 223.501 231.445 239.251 247.178
Daya Dukung TP 45x45 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs
8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.208 2.821 3.375 3.889 4.833 5.833 6.889 7.722 8.389 9.083 9.806 10.556 11.194 11.750 12.222 12.611 13.417 14.472 15.778 17.333 18.653 19.875 21.000 22.028 23.694 24.667 25.056 24.861 24.594 24.411 24.354 24.500
Bulat 50 1963.495 157.0796 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.19635 1.570796 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 13.254 15.272 14.235 17.181 20.289 22.744 32.943 35.670 38.506 41.452 32.970 34.607 35.997 37.143 52.687 56.832 61.959 68.068 98.887 105.366 111.330 116.779 125.615 130.769 132.830 131.800 82.093 81.482 81.293 81.780
0 0.785 1.571 4.712 6.283 7.854 9.425 11.683 14.428 17.318 20.349 23.518 26.824 30.387 34.208 38.288 42.627 46.917 51.154 55.338 59.466 64.661 70.680 77.525 85.200 92.605 99.738 106.597 113.179 121.159 128.641 135.622 142.102
0 0.785 1.571 17.966 21.555 22.089 26.605 31.972 37.172 50.261 56.019 62.025 68.276 63.358 68.815 74.286 79.770 99.604 107.987 117.297 127.534 163.548 176.046 188.856 201.979 218.220 230.507 239.427 244.978 203.251 210.122 216.915 223.881
Daya Dukung TP D50 0
Daya Dukung (t) 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6 Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs 8
10
12
14
16
QL
Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) Perhitungan Daya Dukung Tiang Pancang: Kedalaman N'SPT Jenis Tanah (m) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0 0 2.5 5 5.75 6.5 7.25 8 8.5 9 9.5 10 11 12 13 14 13.75 13.5 13.25 13 17.25 20.5 23.75 27 25.875 24.75 23.625 22.5 28 26 24 22
= = = = ŇP 0 2.821 3.375 3.889 4.350 4.773 5.636 6.545 7.545 8.409 9.136 9.886 10.545 11.114 11.591 12.000 12.750 13.750 15.000 16.455 17.716 18.784 19.659 20.455 21.773 22.932 23.932 24.364 24.750 24.861 24.594 24.411 24.354
Bulat 60 2827.433 188.4956 K 2
(t/m ) 0 0 0 20 20 15 15 15 15 20 20 20 20 15 15 15 15 20 20 20 20 27 27 27 27 27 27 27 27 17 17 17 17
cm cm2 = cm = ŇS 0 0.000 0.000 3.000 3.000 3.000 3.000 3.375 3.889 4.350 4.773 5.167 5.538 5.929 6.333 6.750 7.176 7.542 7.855 8.125 8.357 8.761 9.272 9.875 10.560 11.149 11.653 12.080 12.440 12.958 13.379 13.711 13.962
0.282743 1.884956 ŇS
/3
0 0.000 0.000 1.000 1.000 1.000 1.000 1.125 1.296 1.450 1.591 1.722 1.846 1.976 2.111 2.250 2.392 2.514 2.618 2.708 2.786 2.920 3.091 3.292 3.520 3.716 3.884 4.027 4.147 4.319 4.460 4.570 4.654
m2 m QP (t)
QS (t)
QL (t)
0 0.000 0.000 21.991 24.599 20.242 23.905 27.760 32.001 47.552 51.665 55.906 59.633 47.135 49.159 50.894 54.075 77.754 84.823 93.048 100.181 143.399 150.079 156.151 166.215 175.063 182.697 185.994 188.943 119.498 118.213 117.333 117.062
0 0.942 1.885 5.655 7.540 9.425 11.310 14.019 17.314 20.782 24.419 28.222 32.189 36.465 41.050 45.946 51.153 56.300 61.385 66.405 71.359 77.594 84.816 93.030 102.240 111.126 119.686 127.916 135.814 145.390 154.369 162.747 170.522
0 0.942 1.885 27.646 32.138 29.667 35.214 41.780 49.315 68.334 76.084 84.128 91.822 83.600 90.209 96.840 105.227 134.054 146.208 159.454 171.540 220.993 234.895 249.182 268.455 286.189 302.383 313.910 324.758 264.889 272.582 280.080 287.583
Daya Dukung TP D60 0
20
40
60
Daya Dukung (t) 80 100 120 140 160 180 200 220 240 260 280 300 320 340
0
2
4
6
Qp Kedalaman (m)
Jenis Tiang Pancang Diamater Rencana Tiang Pancang
Qs 8
10
12
14
16
QL
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
0 0.628319 1.256637 10.43009 14.95398 16.46195 19.79203 22.91792 26.33935 35.09159 38.89863 42.94208 47.34622 45.23295 49.98623 54.66371 59.07734 71.46251 74.85258 79.83311 86.52844 111.2749 125.4204 139.6333 150.8624 158.9072 163.7654 169.9308 175.281 149.9601 155.2514 161.9049 164.952
0 0.20944 0.418879 3.476696 4.98466 5.487315 6.597345 7.639306 8.779782 11.6972 12.96621 14.31403 15.78207 15.07765 16.66208 18.22124 19.69245 23.82084 24.95086 26.61104 28.84281 37.09164 41.8068 46.54444 50.28747 52.96906 54.58847 56.64359 58.42702 49.9867 51.75048 53.96831 54.98401
3 45x45
D50
D60
QL
P ijin
QL
P ijin
QL
P ijin
(t)
(t)
(t)
(t)
(t)
(t)
0 0.9 1.8 16.82679 22.95 23.68125 28.51875 34.3125 39.98958 53.82 60.10568 66.6625 73.48846 68.82455 74.89063 81 87.15331 108.1 117.2309 127.3125 138.3429 176.0807 189.66 203.655 218.0689 235.6672 249.1567 259.1421 265.6212 223.5015 231.4452 239.2509 247.1776
0 0.3 0.6 5.608929 7.65 7.89375 9.50625 11.4375 13.32986 17.94 20.03523 22.22083 24.49615 22.94152 24.96354 27 29.0511 36.03333 39.07697 42.4375 46.11429 58.69355 63.22001 67.885 72.68963 78.55572 83.05222 86.38071 88.54041 74.50049 77.14839 79.75031 82.39254
0 0.785398 1.570796 17.96598 21.55482 22.08932 26.60536 31.97225 37.17188 50.26112 56.01912 62.02464 68.27594 63.35779 68.81506 74.28558 79.76989 99.60376 107.9865 117.297 127.5337 163.548 176.0462 188.8555 201.9789 218.2199 230.5071 239.4272 244.9782 203.2511 210.1222 216.9151 223.8811
0 0.261799 0.523599 5.988661 7.184939 7.363108 8.868454 10.65742 12.39063 16.75371 18.67304 20.67488 22.75865 21.11926 22.93835 24.76186 26.58996 33.20125 35.9955 39.09901 42.51123 54.516 58.68207 62.95184 67.32629 72.73995 76.8357 79.80908 81.6594 67.75036 70.04072 72.30504 74.62704
0 0.942478 1.884956 27.64602 32.13849 29.66663 35.2144 41.77961 49.31507 68.33392 76.08366 84.12804 91.82238 83.59951 90.20893 96.83959 105.2272 134.0544 146.2081 159.4537 171.5401 220.9928 234.8951 249.1818 268.4545 286.1894 302.3831 313.9098 324.7575 264.8886 272.582 280.0802 287.5835
Pijin vs Kedalaman Pijin (t)
0 0 10 20 30 40 50 60 70 80 90 100 110 120 0 0.314159 0.628319 1 9.215338 10.71283 2 9.888877 11.73813 3 13.92654 4 16.43836 22.77797 5 25.36122 28.04268 6 30.60746 27.8665 7 30.06964 8 32.27986 35.07573 9 44.68479 48.73602 10 53.15123 57.18005 11 73.66428 12 78.29835 83.06062 13 89.48484 95.39647 14 100.7944 104.6366 15 108.2525 16 88.29621 90.86066 93.36007 Dari grafik di atas diambil dimensi tiang pancang bulat dengan diamater 60 cm 95.86116 Dengan kedalaman 13 m Kedalaman (m)
PEMILIHAN DIMENSI TIANG PANCANG SF = Ukuran Tiang Pancang D40 QL Kedalaman P ijin Jenis Tanah (m) (t) (t)
Pijin D40 Pijin 45x45 Pijin D50 Pijin D60
PERHITUNGAN DAYA DUKUNG TIANG PANCANG METODE VAN DER WEEN (Berdasarkan Data T/ Sondir)
DATA PERENCANAAN : Data Tanah Project
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= =
Petro-13 Kantor Biro Pemeriksaan PT. Petrokimia Gresik
= = = = =
Bulat
(qc)m (kg/cm2) 0.00 0.00 1.25 4.40 8.00 10.60 13.60 16.60 18.20 20.60 26.00 31.00 37.50 43.50 53.50 59.50 70.50 83.00 88.50 94.50 108.50 121.50 124.50 137.00 143.00 142.20 138.00 138.00 130.40 122.40 114.20 105.60 99.50
40 1256.637 125.664 3
cm2 cm
Jenis Tanah
α
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
Qp (kg) 0.00 0.00 0.00 1228.71 2234.02 2960.08 3797.84 4635.59 5082.40 5752.61 7260.57 8656.83 10471.98 16564.76 20372.75 22657.55 26846.34 31606.33 33700.72 35985.52 41316.70 84823.00 86917.40 95644.04 99832.83 99274.33 96342.17 96342.17 91036.37 46609.81 43487.26 40212.39 37889.51
β 0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
qs Qs perlapis Qs kumulatif QN (kg) 2 (kg) (kg) (kg/cm ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 392.70 392.70 1621.41 0.43 1335.18 1727.88 3961.90 0.45 1413.72 3141.59 6101.67 0.33 1021.02 4162.61 7960.45 0.38 1178.10 5340.71 9976.30 0.50 1570.80 6911.50 11993.90 0.63 1963.50 8875.00 14627.60 0.75 2356.19 11231.19 18491.76 1.00 3141.59 14372.79 23029.62 1.00 3141.59 17514.38 27986.35 0.53 1649.34 19163.72 35728.48 0.55 1727.88 20891.59 41264.34 0.80 2513.27 23404.87 46062.41 0.70 2199.11 25603.98 52450.32 0.95 2984.51 28588.49 60194.82 1.15 3612.83 32201.32 65902.05 0.83 2591.81 34793.14 70778.65 1.10 3455.75 38248.89 79565.59 7.00 21991.15 60240.04 145063.04 8.00 25132.74 85372.78 172290.18 6.50 20420.35 105793.13 201437.18 7.25 22776.55 128569.68 228402.51 7.00 21991.15 150560.83 249835.16 6.80 21362.83 171923.66 268265.83 6.95 21834.07 193757.73 290099.90 6.50 20420.35 214178.08 305214.45 1.07 3361.50 217539.58 264149.39 1.00 3141.59 220681.18 264168.43 0.95 2984.51 223665.69 263878.07 0.96 3015.93 226681.62 264571.13
QN (t) 0.00 0.00 0.00 1.62 3.96 6.10 7.96 9.98 11.99 14.63 18.49 23.03 27.99 35.73 41.26 46.06 52.45 60.19 65.90 70.78 79.57 145.06 172.29 201.44 228.40 249.84 268.27 290.10 305.21 264.15 264.17 263.88 264.57
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = = (qc)m (kg/cm2) 0.00 0.00 1.25 4.40 8.00 10.60 13.60 16.60 18.20 20.60 26.00 31.00 37.50 43.50 53.50 59.50 70.50 83.00 88.50 94.50 108.50 121.50 124.50 137.00 143.00 142.20 138.00 138.00 130.40 122.40 114.20 105.60 99.50
Persegi 45 2025 180 3
cm cm
Jenis Tanah
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
x
45
cm
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 1980.00 3600.00 4770.00 6120.00 7470.00 8190.00 9270.00 11700.00 13950.00 16875.00 26693.18 32829.55 36511.36 43261.36 50931.82 54306.82 57988.64 66579.55 136687.50 140062.50 154125.00 160875.00 159975.00 155250.00 155250.00 146700.00 75109.09 70077.27 64800.00 61056.82
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 562.50 1912.50 2025.00 1462.50 1687.50 2250.00 2812.50 3375.00 4500.00 4500.00 2362.50 2475.00 3600.00 3150.00 4275.00 5175.00 3712.50 4950.00 31500.00 36000.00 29250.00 32625.00 31500.00 30600.00 31275.00 29250.00 4815.00 4500.00 4275.00 4320.00
Qs kumulatif (kg) 0.00 0.00 0.00 562.50 2475.00 4500.00 5962.50 7650.00 9900.00 12712.50 16087.50 20587.50 25087.50 27450.00 29925.00 33525.00 36675.00 40950.00 46125.00 49837.50 54787.50 86287.50 122287.50 151537.50 184162.50 215662.50 246262.50 277537.50 306787.50 311602.50 316102.50 320377.50 324697.50
QN (kg) 0.00 0.00 0.00 2542.50 6075.00 9270.00 12082.50 15120.00 18090.00 21982.50 27787.50 34537.50 41962.50 54143.18 62754.55 70036.36 79936.36 91881.82 100431.82 107826.14 121367.05 222975.00 262350.00 305662.50 345037.50 375637.50 401512.50 432787.50 453487.50 386711.59 386179.77 385177.50 385754.32
QN (t) 0.00 0.00 0.00 2.54 6.08 9.27 12.08 15.12 18.09 21.98 27.79 34.54 41.96 54.14 62.75 70.04 79.94 91.88 100.43 107.83 121.37 222.98 262.35 305.66 345.04 375.64 401.51 432.79 453.49 386.71 386.18 385.18 385.75
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: 2
h (m)
h (cm)
qc (kg/cm )
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = = (qc)m (kg/cm2) 0.00 0.00 1.25 4.40 6.67 8.83 11.33 14.67 18.00 20.17 23.83 28.33 34.58 40.42 49.58 56.25 65.42 77.92 82.92 92.08 102.08 117.08 122.92 127.92 137.50 141.83 141.67 136.67 132.83 125.33 117.83 111.17 105.60
Bulat 50 1963.495 157.080 3
cm cm
Jenis Tanah
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 1919.86 2908.88 3854.27 4945.10 6399.54 7853.98 8799.37 10399.25 12362.75 15089.83 24047.86 29502.01 33468.67 38922.83 46360.31 49335.30 54789.46 60739.44 127718.10 134081.28 139535.44 149989.23 154716.17 154534.36 149080.21 144898.69 74573.16 70110.67 66144.01 62831.85
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm 2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 490.87 1668.97 1767.15 1276.27 1472.62 1963.50 2454.37 2945.24 3926.99 3926.99 2061.67 2159.84 3141.59 2748.89 3730.64 4516.04 3239.77 4319.69 27488.94 31415.93 25525.44 28470.68 27488.94 26703.54 27292.59 25525.44 4201.88 3926.99 3730.64 3769.91
Qs kumulatif (kg) 0.00 0.00 0.00 490.87 2159.84 3926.99 5203.26 6675.88 8639.38 11093.75 14038.99 17965.98 21892.97 23954.64 26114.49 29256.08 32004.98 35735.62 40251.66 43491.42 47811.11 75300.05 106715.98 132241.42 160712.10 188201.03 214904.57 242197.16 267722.60 271924.48 275851.47 279582.11 283352.02
QN (kg) 0.00 0.00 0.00 2410.74 5068.73 7781.26 10148.36 13075.42 16493.36 19893.12 24438.25 30328.73 36982.80 48002.50 55616.50 62724.75 70927.80 82095.92 89586.96 98280.88 108550.55 203018.15 240797.26 271776.85 310701.33 342917.20 369438.93 391277.37 412621.29 346497.64 345962.14 345726.12 346183.88
QN (t) 0.00 0.00 0.00 2.41 5.07 7.78 10.15 13.08 16.49 19.89 24.44 30.33 36.98 48.00 55.62 62.72 70.93 82.10 89.59 98.28 108.55 203.02 240.80 271.78 310.70 342.92 369.44 391.28 412.62 346.50 345.96 345.73 346.18
Jenis Tiang Pancang Diamater Rencana Tiang Pancang Luas Penampang Dasar Tiang (Ap) Keliling Selimut Tiang yang Terbenam (As) SF Perhitungan Daya Dukung Tiang Pancang: h (m)
h (cm)
qc (kg/cm2)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600
0 0 0 5 17 18 13 15 20 25 30 40 40 52.5 55 80 70 95 115 82.5 110 140 160 130 145 140 136 139 130 107 100 95 96
= = = = =
Bulat
(qc)m 2
(kg/cm ) 0.00 0.00 1.25 4.40 6.67 8.83 11.33 14.67 18.00 20.17 23.83 28.33 34.58 40.42 49.58 56.25 65.42 77.92 82.92 92.08 102.08 117.08 122.92 127.92 137.50 141.83 141.67 136.67 132.83 125.33 117.83 111.17 105.60
60 2827.433 188.496 3
cm cm
Jenis Tanah
α
Qp (kg)
β
0.0 0.0 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.1 1.1 1.1
0.00 0.00 0.00 2764.60 4188.79 5550.15 7120.94 9215.34 11309.73 12671.09 14974.92 17802.36 21729.35 34628.92 42482.90 48194.89 56048.87 66758.84 71042.83 78896.82 87464.80 183914.07 193077.05 200931.03 215984.49 222791.28 222529.48 214675.50 208654.11 107385.35 100959.36 95247.38 90477.87
0 0 0 40 40 40 40 40 40 40 40 40 40 100 100 100 100 100 100 100 100 20 20 20 20 20 20 20 20 100 100 100 100
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
cm 2
qs (kg/cm2) 0.00 0.00 0.00 0.13 0.43 0.45 0.33 0.38 0.50 0.63 0.75 1.00 1.00 0.53 0.55 0.80 0.70 0.95 1.15 0.83 1.10 7.00 8.00 6.50 7.25 7.00 6.80 6.95 6.50 1.07 1.00 0.95 0.96
Qs perlapis (kg) 0.00 0.00 0.00 589.05 2002.77 2120.58 1531.53 1767.15 2356.19 2945.24 3534.29 4712.39 4712.39 2474.00 2591.81 3769.91 3298.67 4476.77 5419.25 3887.72 5183.63 32986.72 37699.11 30630.53 34164.82 32986.72 32044.25 32751.10 30630.53 5042.26 4712.39 4476.77 4523.89
Qs kumulatif (kg) 0.00 0.00 0.00 589.05 2591.81 4712.39 6243.92 8011.06 10367.26 13312.50 16846.79 21559.18 26271.57 28745.57 31337.39 35107.30 38405.97 42882.74 48301.99 52189.71 57373.34 90360.06 128059.17 158689.70 192854.52 225841.24 257885.49 290636.59 321267.12 326309.37 331021.76 335498.53 340022.43
QN (kg) 0.00 0.00 0.00 3353.65 6780.60 10262.54 13364.86 17226.40 21676.99 25983.59 31821.72 39361.54 48000.92 63374.49 73820.29 83302.19 94454.84 109641.58 119344.82 131086.52 144838.13 274274.13 321136.22 359620.73 408839.01 448632.52 480414.97 505312.09 529921.23 433694.72 431981.13 430745.91 430500.30
QN (t) 0.00 0.00 0.00 3.35 6.78 10.26 13.36 17.23 21.68 25.98 31.82 39.36 48.00 63.37 73.82 83.30 94.45 109.64 119.34 131.09 144.84 274.27 321.14 359.62 408.84 448.63 480.41 505.31 529.92 433.69 431.98 430.75 430.50
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
Lime stone
Silty clay, sandy; soft
Silty clay, medium stiff
Silty clay, sandy; medium stiff
Silty clay, stiff
Silty clay, sandy; stiff
Silty sand, clayey; very stiff
Silty clay, very stiff
SF =
3
45x45 QN P ijin
D50 QN P ijin
QN
D60 P ijin
(t)
(t)
(t)
(t)
(t)
(t)
0.000 0.000 0.000 1.621 3.962
0.000 0.000 0.000 0.540 1.321
0.000 0.000 0.000 2.543 6.075
0.000 0.000 0.000 0.848 2.025
0.000 0.000 0.000 2.411 5.069
0.000 0.000 0.000 0.804 1.690
0.000 0.000 0.000 3.354 6.781
0.000 0.000 0.000 1.118 2.260
6.102 7.960 9.976 11.994
2.034 2.653 3.325 3.998
9.270 12.083 15.120 18.090
3.090 4.028 5.040 6.030
7.781 10.148 13.075 16.493
2.594 3.383 4.358 5.498
10.263 13.365 17.226 21.677
3.421 4.455 5.742 7.226
14.628 4.876 21.983 7.328 19.893 6.631 18.492 6.164 27.788 9.263 24.438 8.146 23.030 7.677 34.538 11.513 30.329 10.110 27.986 9.329 41.963 13.988 36.983 12.328 35.728 11.909 54.143 18.048 48.003 16.001 41.264 13.755 62.755 20.918 55.617 18.539 46.062 15.354 70.036 23.345 62.725 20.908 52.450 17.483 79.936 26.645 70.928 23.643 60.195 20.065 91.882 30.627 82.096 27.365 65.902 21.967 100.432 33.477 89.587 29.862 70.779 23.593 107.826 35.942 98.281 32.760 79.566 26.522 121.367 40.456 108.551 36.184 145.063 48.354 222.975 74.325 203.018 67.673 172.290 57.430 262.350 87.450 240.797 80.266 201.437 67.146 305.663 101.888 271.777 90.592 228.403 76.134 345.038 115.013 310.701 103.567 249.835 83.278 375.638 125.213 342.917 114.306 268.266 89.422 401.513 133.838 369.439 123.146 290.100 96.700 432.788 144.263 391.277 130.426 305.214 101.738 453.488 151.163 412.621 137.540 264.149 88.050 386.712 128.904 346.498 115.499 264.168 88.056 386.180 128.727 345.962 115.321 263.878 87.959 385.178 128.393 345.726 115.242 264.571 88.190 385.754 128.585 346.184 115.395
25.984 31.822 39.362 48.001 63.374 73.820 83.302 94.455 109.642 119.345 131.087 144.838 274.274 321.136 359.621 408.839 448.633 480.415 505.312 529.921 433.695 431.981 430.746 430.500
Pijin vs Kedalaman 0.000 0
50.000
Pijin (t) 100.000
150.000
200.000
1 2 3 4
Kedalaman (m)
PEMILIHAN DIMENSI TIANG PANCANG Ukuran Tiang Pancang D40 QN Kedalaman P ijin Jenis Tanah (m) (t) (t)
5
D40
6
45x45
7
D50
8
D60
8.661 9 10.607 13.121 10 16.000 11 21.125 12 24.607 13 27.767 14 31.485 15 36.547 39.782 16 43.696 17 48.279 91.425 Dari grafik di atas diambil dimensi tiang pancang bulat dengan 107.045 diamater 60 cm 119.874 Dengan kedalaman 11 m 136.280 149.544 160.138 168.437 176.640 144.565 143.994 143.582 143.500
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