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15th October 2014, 03:26 PM
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Join Date: Apr 2013
Re: GATE Civil Engineering Last Year Solved Paper

As per your request here I am sharing the last year question paper of GATE Civil Engineering Exam

There are two footings resting on the ground surface. One footing is square of dimension ‘B’. The other is strip footing of width ‘B’. Both of them are subjected to a loading intensity of q. The pressure
intensity at any depth below the base of the footing along the centerline would be
(a) equal in both footings
(b) large for square footing and small for strip footing
(c) large for strip footing and small or square footing
(d) more for strip footing at shallow depth (< B) and more for square footing at large depth (>B)

An inert tracer is injected continuously from a point in an unsteady flow field. The locus of locations of all the tracer particles at an instance of time represents
(a) Streamline (b) Pathline (c) Steamtube (d) Streakline

When the outflow from a storage reservoir is uncontrolled as in a freely operating spillway, the peak of outflow hydrograph occurs at

(a) at point of inter-section of the inflow and outflow hydrographs
(b) a point, after the inter-section of the inflow and outflow hydrographs
(c) the tail of inflow hydrographs
(d) a point, before the inter-section of the inflow and outflow hydrographs

On which of the canal systems, R.G. Kennedy, executive engineer in the Punjab Irrigation Department made his observations for proposing his theory on stable channels ?
(a) Krishna Western Delta canals (b) Lower Bari Doab canals
(c) Lower Chenab canals (d) Upper Bari Doab canals







Rest of the Questions are attached in below file which is free of cost
Attached Files
File Type: pdf GATE Civil Engineering Exam Question Paper.pdf (759.0 KB, 53 views)


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