Pile length Pile Diameter Vertical Load(KN) Horizontal Load(KN) Pull out Load(KN) Resistance value(KN)
Vertical vs Test Ratio
S.N. Bridge Name Structure Type
Proposal Pull Out
(m) (m) Design Load Factor Test Load
Test load
Design Load Factor Test Load Design Load Factor Test Load 1/2 2/3 Tip Skin
A1 20 1.2 2445.000 1.5 3667.500 3667.500 1143.007 1 1143.007 4046.5 1.5 6069.730 3667.500 3034.865 4046.487 2043.000 3481.000
A2 19 1.2 4303.600 1.5 6455.400 6455.400 1112.100 1 1112.100 6104.2 1.5 9156.319 6455.400 4578.159 6104.212 3190.000 5567.000
1
A3 18 1.2 4755.100 1.5 7132.650 7132.650 1129.300 1 1129.300 2365.9 1.5 3548.907 3548.907 1774.454 2365.938 8835.000 1857.000
1 A4 20 1.2 2445.000 1.5 3667.500 3667.500 1143.007 1 1143.007 3300.5 1.5 4950.730 3667.500 2475.365 3300.487 2563.000 2735.000
A5 20 1.2 5221.000 1.5 7831.500 6939.000 1758.990 1 1758.990 4362.5 1.5 6543.730 6543.730 3271.865 4362.487 3913.000 3797.000
2 A6 18 1.2 2922.000 1.5 4383.000 4383.000 1025.500 1 1025.500 7542.9 1.5 11314.407 4383.000 5657.204 7542.938 8835.000 7034.000
A7 17 1.2 2326.000 1.5 3489.000 3489.000 868.280 1 868.280 5544.7 1.5 8316.996 3489.000 4158.498 5544.664 5654.000 5064.000
Pile Pile Capacity
Self wt.
Capacity(kN (KN) (0.9* Remarks
(KN)
) capcity)
565.487 5524.000 4971.600 OK
537.212 8757.000 7881.300 OK
508.938 10692.000 9622.800 OK
565.487 5298.000 4768.200 OK
565.487 7710.000 6939.000 OK
508.938 15869.000 14282.100 OK
480.664 10718.000 9646.200 OK
.
.
