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Gate civil engineering question papers with solutions
Here you can find the below link of GATE Civil Engineering Question Paper | Gate Civil Engineering Solved Papers PDF of all previous question papers download links are updated below:
Complete GATE Civil Engineering Question Paper | GATE Civil Engineering Solved Papers PDF
Link:
Few Same questions from previous Gate Civil Engineering Question Papers are listed below:
1. For a steady incompressible ilaminar flow between two infinite parallel stationary plates, the shear stress variation is
(A) linear with zero value at the plates
(B) linear with zero value at the center
(C) quadratic with zero value at the plates
(D) quadratic with zero value at the center
2. The equivalent sound power level (in dB) of the four sources with the noise levels of 60dB, 69 dB, 70 dB and 79dB is________
3. Let the characteristic strength be defined as that value, below which not more than 50% of the results are expected to fall. Assuming a standard deviation of 4 MPa, the target mean strength (in MPa) to be considered in the mix design of a M25 concrete would be
(A) 18.42
(B) 21.00
(C) 25.00
(D) 31.58
4. The event would have been successful if you ________able to come.
(A) are
(B) had been
(C) have been
(D) would have been
5. A reinforced concrete (RC) beam with width of 250 mm and effective depth of 400 mm is reinforced with Fe415 steel. As per the provisions of IS 456-2000, the minimum and maximum amount of tensile reinforcement (expressed in mm2) for the section are, respectively
(A) 250 and 3500
(B) 205 and 4000
(C) 270 and 2000
(D) 300 and 2500
6. A hydraulically efficient trapezoidal channel section has a uniform flow depth of 2 m. The bed width (expressed in m) of the channel is __________
7. A strip footing is resting on the surface of a purely clayey soil deposit. If the width of the footing is doubled, the ultimate bearing capacity of the soil
(A) becomes double
(B) becomes half
(C) becomes four-times
(D) remains the same
8. If the total number of commercial vehicles per day ranges from 3000 to 6000, the minimum percentage of commercial traffic to be surveyed for axle load is
(A) 15
(B) 20
(C) 25
(D) 30
9. For steady incompressible flow through a closed-conduit of uniform cross-section, the direction of flow will always be:
(A) from higher to lower elevation
(B) from higher to lower pressure
(C) from higher to lower velocity
(D) from higher to lower piezometric head
10. The combined correction due to curvature and refraction (in m) for a distance of 1 km on the surface of Earth is:
(A) 0.0673
(B) 0.673
(C) 7.63
(D) 0.763
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