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Table 5 Comparing the bearing capacity of samples

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

 

Terzaghi

Meyerhof

 

Strip

Square

BCR

Strip

Square

BCR

qult

qult

Strip

Square

qult

qult

Strip

Square

σ3

2000

100

2000

100

2000

100

2000

100

Sample

            

1

4285

672

5417

690.5

6.38

7.84

3858.83

585.50

5401.99

775.21

6.59

6.97

2

762.7

412.6

987.1

528.3

1.85

1.87

698.31

368.59

825.00

441.89

1.89

1.87