#1
July 5th, 2014, 09:00 AM
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GATE last year CE paper with solution
Provide me question paper for Civil Engineering paper of graduate aptitude test in engineering examination soon ?
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#2
July 7th, 2014, 09:34 AM
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Re: GATE last year CE paper with solution
Here I am giving you question paper for Civil Engineering paper of graduate aptitude test in engineering examination in PDF file attached with it so you can get it easily. 3. For two major-roads with divided carriage way crossing at right angle, a full clover leaf interchange with four indirect ramps is provided. Following statements are made on turning movement of vehicles to all direction from both roads. Identity the correct statement (A) Merging from left is not possible, but diverging to left is possible (B) Merging from left and diverging to left is possible (C) Merging from left is possible but diverging is not possible (D) Neither merging from left nor diverging to left is possible Explanations:- (B) 4. For subcritical flow in an open channel, the control section for gradually varied flow profile is (A) at the downstream end (B) at the upstream end (C) at the both end s (D) at any intermediate section Explanations:- (A) 5. Creep strain is (A) caused due to dead load only (B) caused due to live load only (C) caused due to cyclic load only (D) independent of load Explanations:- (A) 7. In its natural condition a soil sample has a mass of 1.980 kg and a volume of 3 0.001m . After being completely dried in an oven, the mass of the sample is 1.800 kg. Specific gravity is 2.7. Unit weight of water is 3 10kN /m . The degree of saturation of soil is (A) 0.65 (B) 0.7 (C) 0.54 (D) 0.61 Explanations:- (C) 10. Select the strength parameter of concrete used in design of plain jointed cement pavement from the following choices: (A) Tensile strength (B) Compressive strength (C) Flexural strength (D) Shear strength Explanations:- (C) 11. Four columns of building are to be located within a plot size of 10m 10m × . The expected load on each column is 400 kN. Allowable bearing capacity of soil deposit is 2 100kN /m . The type of foundation to be used is (A) Isolated foundation (B) Raft foundation (C) Pile foundation (D) Combined foundation Explanations:- (A) 12. Following statement are made on compacted soil, where DS stands for soil compaction on Dry Side of OMC and WS stands for soil compacted on Wet Side of OMC. Identify incorrect statement (A) Soil structure is flocculated on DS and dispersed on WS (B) Construction of pore water pressure is low on DS and High on WS (C) Soil on drying, shrinkage is high on DS and Low on WS (D) On addition to water, swelling is high on DS and low on WS Explanations:- (C) 13. It was observed that 150 vehicle crossed a particular location of highway in 30 minutes. Assume that vehicle arrival follow a negative exponential distribution. The number of time headways greater than 5 seconds in above observation is |
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