Pile Bearing Capacity
5
FOR BORE LOG 03 SI no 1 1 C 0 0 0 0 2 2 C 10 49.03 84.96573 49.50042 3 3 C 5 0 119.9516 8.886471 4 4 C 2 0 248.2332 8.886471 5 5 S 13 0 322.2986 69.40146 6 6 S 16 0 357.7954 78.51798 7 7 S 15 0 452.2878 87.6345 8 8 S 17 0 628.6103 96.75101 9 9 S 18 0 757.5226 105.8675 10 10 C 22 0 976.3964 8.886471 11 11 S 18 0 1111.304 124.1006 12 12 S 16 0 1145.284 133.2171 13 13 C 17 0 1278.21 8.886471 14 14 S 21 0 1364.153 151.4501 15 15 S 18 0 1364.157 160.5666 16 16 C 0 0 1350.167 8.886471 17 17 C 18 0 1401.151 8.886471 18 18 C 76 0 1542.132 8.886471 19 19 S 50 0 1547.139 197.0327 20 20 S 63 0 1811.961 206.1492 21 21 S 64 2 1971.859 215.2657 22 22 S 66 0 2208.701 224.3823 23 23 S 68 0 2438.548 233.4988 24 24 S 69 0 2654.405 242.6153 25 25 S 69 2 2817.3 251.7318 26 25.45 S 70 0 2835.742 255.8343 Depth from Exsisting earth level, (m) Soil Type (C = Cohasive, S = Non Cohasive) Observed N value Undrained Cohasion, Cu (kPa) MEYERHOFS Allowable bearing capacity, Pa (kN) TOMLI Allow bear capac Qb (
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Pile Capacity
Transcript of Pile Bearing Capacity
FOR BORE LOG 03
SI no
1 1 C 0 0 0 0 3.2005462 2 C 10 49.03 84.96573 49.50042 56.881443 3 C 5 0 119.9516 8.886471 32.295724 4 C 2 0 248.2332 8.886471 42.009215 5 S 13 0 322.2986 69.40146 372.00026 6 S 16 0 357.7954 78.51798 434.64677 7 S 15 0 452.2878 87.6345 497.77498 8 S 17 0 628.6103 96.75101 561.3959 9 S 18 0 757.5226 105.8675 625.5035
10 10 C 22 0 976.3964 8.886471 122.57711 11 S 18 0 1111.304 124.1006 755.139912 12 S 16 0 1145.284 133.2171 820.638413 13 C 17 0 1278.21 8.886471 170.195414 14 S 21 0 1364.153 151.4501 952.917215 15 S 18 0 1364.157 160.5666 1019.66816 16 C 0 0 1350.167 8.886471 221.67717 17 C 18 0 1401.151 8.886471 239.622818 18 C 76 0 1542.132 8.886471 257.940619 19 S 50 0 1547.139 197.0327 1290.45220 20 S 63 0 1811.961 206.1492 1359.04421 21 S 64 2 1971.859 215.2657 1427.97722 22 S 66 0 2208.701 224.3823 1497.24523 23 S 68 0 2438.548 233.4988 1566.84224 24 S 69 0 2654.405 242.6153 1636.76225 25 S 69 2 2817.3 251.7318 170726 25.45 S 70 0 2835.742 255.8343 1738.671
Depth from
Exsisting earth level, (m)
Soil Type (C =
Cohasive, S = Non
Cohasive)
Observed N value
Undrained
Cohasion, Cu (kPa)
MEYERHOFS Allowable bearing capacity, Pa (kN)
TOMLINSON Allowable bearing capacity, Qb (kN)
HANSON Allowable bearing capacity, Qb (kN)
FOR BORE LOG 03 FOR BORE LOG 04
SI no
1 1 C 0 0 02 2 C 7 49.03 69.971783 3 C 11 0 159.93554 4 C 13 0 348.19295 5 S 14 0 501.36926 6 S 15 0 647.62497 7 S 16 0 737.89888 8 S 52 0 971.4149 9 S 15 4 1112.317
10 10 C 15 2 1560.01611 11 S 16 2 1679.93412 12 S 17 0 1694.92813 13 C 17 0 1743.91514 14 S 19 0 1730.92915 15 S 20 0 1718.94316 16 C 20 0 1772.92817 17 C 20 0 1833.90818 18 C 74 0 182119 19 S 75 0 1871.97920 20 S 65 0 2180.7721 21 S 68 0 2476.5722 22 S 65 0 2713.41223 23 S 66 0 2964.24424 24 S 68 0 3187.09625 25 S 70 0 3377.97226 25.45 S 70 0 3396.414
HANSON Allowable bearing capacity, Qb (kN)
Depth from
Exsisting earth level, (m)
Soil Type (C =
Cohasive, S = Non
Cohasive)
Observed N value
Undrained
Cohasion, Cu (kPa)
MEYERHOFS Allowable bearing capacity, Pa (kN)
FOR BORE LOG 04
0 3.20054649.50042 56.881448.886471 31.365868.886471 39.3641359.44653 314.534768.56305 373.911677.67956 434.013486.79608 494.7979
95.9126 556.22710.90566 105.7063114.5081 681.2619123.6246 744.42739.248962 145.1806141.8577 872.2984150.9742 936.9589.248962 190.50339.248962 206.51619.248962 222.9536187.4403 1199.991196.5568 1266.775205.6733 1333.945214.7898 1401.492223.9063 1469.406233.0229 1537.68242.1394 1606.306246.2418 1637.258
TOMLINSON Allowable bearing capacity, Qb (kN)
HANSON Allowable bearing capacity, Qb (kN)
1 1.5 7.5 1 0
2 3 2 10
3 4.5 3 5
6 4 2
7.5 5 13
9 6 16
10.5 7 15
12 8 17
13.5 9 18
15 10 22
16.5 11 18
18 12 16
19.5 13 17
21 14 21
22.5 15 18
24 16 0
25.5 17 18
27 18 76
19 50
20 63
21 64
22 66
23 68
24 69
25 69
25.45 70
