Fig. 5.11 Variation Of with Depth Of pile
Loads (Ton)
Total Settlement (mm)
Net Settlement (mm)
Elastic Settlement (mm)
0
5
2.5
0.5
2
10
4
1.25
2.75
20
9.5
3.75
5.75
30
16.5
8
8.5
40
27
14
13
50
40.5
21
19.5
60
61
31
with Depth Of pile 
= Shaft Resistance, P = Applied Load, 
= Tip Resistance, 
Settlement in soil, 
= Settlement in Pile. 
