Guys, can you provide me the GATE Civil Engineering Previous year papers???

Yes sure, here I am sharing the GATE Civil Engineering Previous year papers:

Q.15 An embankment is to be constructed with a granular soil (bulk unit weight = 20 kN/m3) on a
saturated clayey silt deposit (undrained shear strength = 25 kPa). Assuming undrained general shear
failure and bearing capacity factor of 5.7, the maximum height (in m) of the embankment at the
point of failure is
(A) 7.1 (B) 5.0 (C) 4.5 (D) 2.5

Q.16 A trapezoidal channel is 10.0 m wide at the base and has a side slope of 4 horizontal to 3 vertical.
The bed slope is 0.002. The channel is lined with smooth concrete (Manning’s n = 0.012). The
hydraulic radius (in m) for a depth of flow of 3.0 m is
(A) 20.0 (B) 3.5 (C) 3.0 (D) 2.1

Q.17 A rectangular open channel of width 5.0 m is carrying a discharge of 100 m3/s. The Froude number
of the flow is 0.8. The depth of flow (in m) in the channel is
(A) 4 (B) 5 (C) 16 (D) 20






Rests of the questions are in the attachment, please click on it…………

Attached Files

GATE Civil Engineering Previous year papers.pdf (304.3 KB, 60 views)