- 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: If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will beA
q times the lateral pressure within the surface
B
1/q times the lateral pressure within the surface
C
equal to a fill of height Z equal to q/r, where r is the density of the backfill
D
none of these.
ANS:C - equal to a fill of height Z equal to q/r, where r is the density of the backfill Z is the equivalent ht of backfill giving the same effect as that of surcharge. |


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