Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Value of critical exit gradient is 1. So it doesn't depend on any factor. Hydraulic gradient depends on Specific gravity and void ratio.

Exit gradient depends upon head loss and seepage length

The total head loss H between the last two equipotential lines is 0.62 m. The distance between the two equipotential lines on the downstream end in the X area is 3.3 m.

The exit gradient is then computed as 0.62 divided by 3.3 making the upward gradient 0.19.

Thanks @Gurnet.

The critical Exit Gradient is Directly Proportional to Specific gravity and Inversely proportional to void ratio.

I = (G-1)/(1+e).

Critical Hydraulic Gradient:

The critical hydraulic gradient is the point at which the hydraulic force exerted by the water flow equals the resisting force of the soil particles. When this gradient is reached, soil particles begin to move, which can lead to soil erosion or piping. Essentially, it’s the threshold gradient that can cause instability in the soil structure.

Exit Gradient:
The exit gradient refers to the hydraulic gradient at the downstream end of a structure, such as a dam or a levee. It is the gradient at the point where water exits the soil. If the exit gradient exceeds the critical hydraulic gradient, it can lead to soil erosion and potential failure.

The critical hydraulic gradient is the hydraulic gradient at which particles start to flow out of a soil sample.

The exit gradient is the hydraulic gradient at the point where water leaves the soil and enters the free water downstream.

Yes, Agree @Rajendra.

Both option C and D are correct.

In question, it is Ie, not Ic.

I guess it's inversely proportionally to void radio.

Directly proportional to G and also inversely proportional to e.

Both C & D are correct for this question.