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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 ϕ C Terzaghi Meyerhof
a Nq Nc qult Nq Nc 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