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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