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Table 4 The coefficients and the ultimate bearing capacity in sample 2

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

Sample 2
σ3 ϕ C Terzaghi Meyerhof
a Nq Nc qult Nq Nc qult
        Strip Square     Strip Square
100 7.86 46.56 1.37 2.17 8.516 0.894 412.59 528.3 2.03 7.45 0.20 368.59 441.89
300
7.86 46.56 1.37 2.17 8.516 0.894 412.59 528.3 2.03 7.45 0.20 368.59 441.89
600
6.7 60.3 1.31 1.94 8.001 0.757 496.08 638.1 1.82 7.02 0.14 447.38 533.14
1000
5.4 82.65 1.24 1.71 7.47 0.553 627.35 810.6 1.62 6.58 0.08 572.01 677.15
1500
5 103.1 1.22 1.64 7.315 0.494 762.74 987.1 1.56 6.46 0.07 698.31 825.00
2000