GATE Civil Engineering 2016 Paper 2
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Question : 54
Total: 65
A 4 m wide strip footing is founded at a depth of 1.5 m below the ground surface in a c-ϕ soil as shown in the figure. The water table is at a depth of 5.5 m below ground surface. The soil properties are: c' = 35 k N ∕ m 2 , ϕ ' = 28.63°, γ s a t = 19 k N ∕ m 3 , γ b u l k = 17 k N ∕ m 3 and γ w = 9.81 k N ∕ m 3. The values of bearing capacity factors for different ϕ' are given below.
Using Terzaghi's bearing capacity equation and a factor of safetyF s = 2.5, the net safe bearing capacity (expressed in k N ∕ m 2 ) for local shear failure of the soil is __________
| | | |
15° | 12.9 | 4.4 | 2.5 |
20° | 17.7 | 7.4 | 5.0 |
25° | 25.1 | 12.7 | 9.7 |
30° | 37.2 | 22.5 | 19.7 |
Using Terzaghi's bearing capacity equation and a factor of safety
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