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DMRC 2018 Civil Engineering Quiz 3
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Question 1
A saturated clay has a water content of 39.3% and a bulk specific gravity of 1.84. The void ratio of clay is _________.
Question 2
For design of Flexure members, the strain in the reinforcing bars under tension at ultimate state as per IS 456-2000 shall not be less than
Question 3
The roads are designed based on
Question 4
The relationship between porosity
, specific yield (Sy) and specific retention (Sr) of an unconfined aquifer is
, specific yield (Sy) and specific retention (Sr) of an unconfined aquifer is Question 5
The value of off-tracking while a vehicle is negotiating a two lane curve of radius 50 m, with a wheel base of 6.8 m, is ________ m.
Question 6
According to IRC specification, the difference between the maximum super elevation (in %) for plain terrain and hilly terrain not bounded by snow is
Question 7
Which of the following statements is FALSE?
Question 8
A direct shear test was conducted on a cohesionless soil (c = 0) specimen under a normal stress of 200 kN/m2. The specimen failed at a shear stress of 100 kN/m2. The angle of internal friction of the soil (degrees) is (round off to 1st decimal place)
Question 9
List I and List II contains respectively terms and expressions related to soil classification. Match the two lists and select the correct answer using the codes given below the lists:
List-I
A) Activity number
B) Liquidity index
C) Sensitivity index
D) Consistency index
List-II
1.
2.
3.
4.
List-I
A) Activity number
B) Liquidity index
C) Sensitivity index
D) Consistency index
List-II
1.
2.
3.
4.
Question 10
Which one of the following is INCORRECT, regarding design of a beam; deflection can be reduced?
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ESE & GATE CEGeneralJan 28ESE & GATE CE
