Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

The critical exit gradient differs from the critical hydraulic gradient.

Critical exit gradient is the ratio of seepage head loss to the length of seepage it means it not related to specific gravity or voids ratio.

It is directly proportional to head loss and inverse to the length of seepage.

Thanks.

Exit gradient= G-1/e+1.

So, the options C and D both are right.

It's increase with decrease in void ratio.

The answer is both C and D.

Its has directly proportional to G and inversely proportional to E. So answer should be c and d. But there is no this type of answer so it will non of these.

The answer is both C and D.

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

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

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.

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.

Anyone, explain the difference of the critical hydraulic gradient and exist gradient.