- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6


Soil Mechanics and Foundation Engineering - Engineering
Q1: The seepage exit gradient in a soil is the ratio ofA
total head to the length of seepage
B
flow line to slope
C
head upstream to that at downstream
D
head loss to the length of the seepage
E
none of these.
ANS:D - head loss to the length of the seepage EXIT GRADIENT (I) = (Head loss(H))/(Length of seepage(L)). (I)exit = head lose/last length of seepage. |


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