Module 5 : Design of Deep Foundations
Lecture 21 : Types of pile load test [ Section 21.2 : Problem ]
   
  Third Trial
 

Load (ton)

(ton)

(ton)

= (P-( /2)).L/AE

Elastic Settlement (mm)

0

0

0

0.00

0.00

5

1.75

3.25

0.35

1.65

10

2.25

7.75

0.64

2.11

20

4.75

15.25

1.30

4.45

30

6.75

23.25

1.93

6.57

40

10.75

29.25

2.66

10.34

50

16.75

33.25

3.50

16.00

60

25.5

34.5

4.49

25.51

 

Load Vs Elastic Settlement Curve For Third Trial

 
  Final Value Of Tip Resistance & Skin Resistance
 

Ans

 

(ton)

(ton)

0

0

1.75

3.25

2.25

7.75

4.75

15.25

6.75

23.25

10.75

29.25

16.75

33.25

25.5

34.5

   
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