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A
coarse grained soil
B
fine grained soil
C
cohesion less soil
D
saturated soil

Explanation

Coarse-grained soils (like gravel and sand) have lower specific surface areas and inter-particle friction compared to fine soils, allowing them to be compacted to higher densities with less water.

A
filtration process
B
biological action
C
none of a or b
D
both a and b

Explanation

A trickling filter uses biological action where sewage trickles over a media (stones/plastic). It acts as a biological reactor, but the trickling also implies a filtration-like process.

A
Slope angle
B
factor of safety
C
frictional resistace
D
none of these

Explanation

For purely frictional soil (cohesionless, c=0), stability depends primarily on the slope angle relative to the angle of internal friction. If slope < friction angle, it is stable.

A
longitudinal stress
B
compressive stress
C
radial stress
D
cricumferential stress

Explanation

Hoop stress (or circumferential stress) acts along the circumference of the cylinder. It is tensile and twice the magnitude of the longitudinal stress in thin shells.

A
zero
B
minimum
C
maximum
D
infinity

Explanation

For a rectangular beam section, shear stress varies parabolically and is maximum at the neutral axis, where bending stress is zero. At the top and bottom edges, shear stress is zero.

A
to join the two rails together
B
to join the rails with sleeper
C
to allow the rails to expand/contract freely.
D
none of the above

Explanation

Fish plates are metal bars used in rail tracks to join two rails together end-to-end, maintaining continuity and alignment while allowing for thermal expansion.

A
area of contract only
B
nature of surface only
C
both a and b
D
none of these

Explanation

The coefficient of friction is a property of the materials in contact. It depends on the nature/roughness of the surfaces but is independent of the contact area (Amontons' Law).

A
1-2 day
B
7 days
C
14 days
D
21 days

Explanation

Formwork for vertical sides of columns, walls, and beams can be removed relatively quickly, typically after 24-48 hours (1-2 days), as they don't carry significant load.

A
bh3/4
B
bh3/8
C
bh3/12
D
bh3/36

Explanation

The moment of inertia of a triangle about its base is bh³/12. About its centroidal axis (parallel to base), it is bh³/36.

A
4
B
5
C
3
D
1/3

Explanation

Coefficient of passive earth pressure Kp = (1 + sin φ) / (1 - sin φ). For φ = 30°, Kp = (1+0.5)/(1-0.5) = 1.5/0.5 = 3.