GATE CE Question Paper 2011

GATE CE Question Paper 2011GATE CE Question Paper 2011.

GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2011 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2011 examination is the procedure to get the admission in M.Tech

GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2011 Question will help all the students for their exam preparation, here the question type is MCQ i.e multiple choice question answers, if this GATE CE 2011 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2011 paper in text for GATE CE you can download GATE CE 2011 page also just Go to menu bar, Click on File->then Save.

GATE CE Question Paper 2011

GATE CE 2011 Question paper Free Download PDF is available in www.oldquestionpapers.net which has been provided by many students this GATE Civil Engineering 2011 paper is available for all the students in FR CE and also GATE CE 2011 question paper fully solved i.e with answer keys and solution.

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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

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