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Table 3 The coefficients and the ultimate bearing capacity in sample 1

From: Effect of confinement pressure on bearing capacity of two samples of square and strip footing (numerical study)

Sample

1

σ3

Ï•

C

Terzaghi

Meyerhof

a

Nq

Nc

Nγ

qult

Nq

Nc

Nγ

qult

       

Strip

Square

   

Strip

Square

100

30.2

8.13

3.38

22.89

37.63

20.34

671.99

690.5

18.74

30.50

16.12

585.50

775.21

300

34.12

0

4.03

36.86

52.97

37.19

669.41

535.5

29.72

42.42

31.61

609.39

770.80

600

31.42

8.16

3.56

26.46

41.7

25

790.36

802.4

21.56

33.67

19.83

689.15

919.03

1000

31.12

26.34

3.52

25.53

40.65

24.39

1509.7

1743

20.82

32.85

18.84

1334.12

1852.66

1500

29

116.6

3.20

19.89

34.11

17.1

4285.2

5417

16.37

27.75

13.17

3858.83

5401.99

2000