Civil Engineering - GATE Exam Questions
Exercise : GATE Exam Questions - Section 3
26.
The comparison between pumps operating in series and in parallel is :
27.
At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate in such sections the following :
28.
A pile of 0.50 m diameter and of length 10 m is embedded in a deposit of clay. The un-drained strength parameters of the clay are cohesion = 60 kN/m2 and the angle in internal friction = 0. The skin friction capacity (kN) of the pile for an adhesion factor of 0.6, is
29.
A roundabout is provided with an average entry width of 8.4 m, width of weaving section as 14 m, and length of the weaving section between channelizing islands as 35 m. The crossing traffic and total traffic on the weaving section are 1000 and 2000 PCU per hour respectively. The nearest rounded capacity of the roundabout (in PCU per hour) is
30.
The shape of the STOP sign according to IRC:67-2001 is
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