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A 5 m deep canal has side slope of 1:1. The properties of soil are c = 20 kN/m$^{2}$, $\phi_{u}=10^{\circ}$, e=0.8 and G=2.8.

written 5.2 years ago by | • modified 3.9 years ago |

If the Taylorâ€™s stability number is 0.108, determine the factor of safety with respect to cohesion when the canal runs full. Also find the same in case of sudden draw down, if Taylorâ€™s stability number for this condition is 0.137.

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