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Table 2 Amount of coherency and friction angle

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

Sample

1

Ï•in= 30

2

Ï•in= 5

σ3

Ï•

C

Ï•

C

100

30.2

8.13

7.86

46.56

300

34.1

0

7.86

46.56

600

31.4

8.16

6.7

60.3

1000

31.1

26.34

5.4

82.65

1500

29

116.6

5

103.1

2000

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