A 1.5 m wide square footing is placed at 1 m depth within the ground where c'
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A 1.5 m wide square footing is placed at 1 m depth within the ground where c' = 10 kN/m2, ϕ' = 258, and γ = 18 kN/m3. Determine the ultimate bearing capacity of the footing using Terzaghi’s bearing capacity equation and the bearing capacity factors from Table 6.1. What is the maximum column load that can be allowed with a factor of safety of 3.0?
Table 6.1.
Transcribed Image Text:
N. N. N, N. N," 5.70 1.00 0.00 26 27.09 14.21 9.84 1 6.00 1.10 0.01 27 29.24 15.90 11.60 2 6.30 1.22 0.04 28 31.61 17.81 13.70 3 6.62 1.35 0.06 29 34.24 19.98 16.18 4. 6.97 1.49 0.10 30 37.16 22.46 19.13 7.34 1.64 0.14 31 40.41 25.28 22.65 6. 7.73 1.81 0.20 32 44.04 28.52 26.87 7 8.15 2.00 0.27 33 48.09 32.23 31.94 8. 8.60 2.21 0.35 34 52.64 36.50 38.04 9.09 2.44 0.44 35 57.75 41.44 45.41 10 9.61 2.69 0.56 36 63.53 47.16 54.36 11 10.16 2.98 0.69 37 70.01 53.80 65.27 12 10.76 3.29 0.85 38 77.50 61.55 78.61 13 11.41 3.63 1.04 39 85.97 70.61 95.03 14 12.11 4.02 1.26 40 95.66 81.27 115.31 15 12.86 4.45 1.52 41 106.81 93.85 140.51 16 13.68 4.92 1.82 42 119.67 108.75 171.99 17 14.60 5.45 2.18 43 134.58 126.50 211.56 18 15.12 6.04 2.59 44 151.95 147.74 261.60 19 16.56 6.70 3.07 45 172.28 173.28 325.34 20 17.69 7.44 3.64 46 196.22 204.19 407.11 21 18.92 8.26 4.31 47 224.55 241.80 512.84 22 20.27 9.19 5.09 48 258.28 287.85 650.67 23 21.75 10.23 6.00 49 298.71 344.63 831.99 24 23.36 11.40 7.08 50 347.50 415.14 1072.80 25 25.13 12.72 8.34 "From Kumbhojkar (1993)
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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