Graduate Aptitude Test in Engineering (GATE) 2014 Part 1

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1. For a saturated cohesive soil, a triaxial test yields the angle of internal friction as zero. the conducted test is
2.

Modulus of elasticity of concrete is calculated (as per IS456) by

3. Two air pollution control devices that are used to remove very fine particles from gas are
4. The possible location of shear centre of the channel section shown below is

Channel
5. A conventional flow duration curve is a plot between
6.

A steel section is subjected to a combination of shear and bending action. The applied shear force is V and shear capacity of the section is Vs. For such a section, high shear force (as per IS 800-2007) is defined as

7. In reservoir with an uncontrolled spillway the peak of the plotted outflow hydrograph
8. The dimension for kinematic viscosity is


9. Capture is equal to
10. The following statements are related to temperature stress developed in concrete pavement slab with four edge (without any restrain)

P : The temperature stress will be zero during both day and night time if the pavement slab is considered weight less.
Q. : The temperature stress will be compressive at the bottom of the slab during night time if the self weight of the pavement slab is considered.
R : The temperature stress will be compressive at the bottom of the slab during day time if the self weight of the pavement slab is considered.

The true statement(s) is(are)

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