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4 cohesive soil yields a maximum dry density of 1 8 k ~ l m ~ during a
itandard proctor compaction test. If the specific gravity is 2.65, what
vould be its void ratio? (Adopt unit of water as 10k~lm~)
a) 0.5523 (b) 0.4722 (c) 0.7121 (d) 0.5835

4 footing 2m x lm exerts a uniform pressure of 150k~lm~ on the soil.
ksuming a load dispersion of 2 vertical to 1 horizontal, the average
rertical stress in (khIlm2) at 1.0m below the footing is
a) 50 (d) I00
inatch List-l with List-ll and select the correct answer using the code given
)elow the lists :
List - I List - II
A. Axel Bendixen I. The mathematical theory of
elasticity
B. Hardy Cross 2. Theory of curved bars
C. Winkler 3. Slo~e-deflection method
D. St. Venant 4. Moment distribution
:a) A B C D (b) A B C D (c) A B C D (d) A B C D
1 2 3 4 3 4 21 1 2 4 3 3 2 4 1

The standard size of brick is
[a) 20cm x 10cm x I Ocm 1 (b) 19cm x 9cm x 9cm
1 (d) l8cm x lOcm x 10cm

The velocity of flow of water in a pipe of 150 mm dia is 0.3mlsec, a
diaphragm with a central hole 80mm in diameter is placed in the pipe
obstructing the flow. With coefficient of contraction Cc=0.60, the loss of
head from Vena Contracta to a point downstream will be
(a) 0.1083m I (b) 0.2250m ( (c) 1.2054m / (d) 0.8250m

If the depletion of oxygen is found to be 5 ppm after incubating a 2.5%
solution of sewage sample for 5 days at 20•‹c, B.0.D of the sewage is
(a) 50 Ppm / (b) 100 ppm / (c) 150 ppm / (d) 200 PPm

A trapezoidal section of an open channel has side slope 2H:IV. If bottom
width is 'by and depth 'd', the relation between b & d for most economical
trapezoidal section of the channel is:
(a) b = 0.472 d (b) b/d = 0.5 (c) b2 = 0.3 d2 (d) d = db

If the difference in elevation of an edge of the pavement 9m wide and its
crown is 15 cm, the camber of the pavement is
(a) 1 in 60 / (b) 1 in 45 I (c) 1 in 30 / (d) 1 in 15