Exams › GATE › Technical › Civil Engineering Set 1 (CE1)
17 questions with worked solutions.
Answer: 20 MPa
The matrix is diagonal, so principal stresses are 40, 10 and 0 MPa. Maximum shear stress = (sigma_max - sigma_min)/2 = (40 - 0)/2 = 20 MPa, not 25 MPa.
Answer: remain the same
The net ultimate bearing capacity of the footing remains the same because it is determined by the soil's cohesion and the depth of the footing, which are not affected by seasonal fluctuations in the water table in a homogeneous clay bed.
Answer: P is FALSE and Q is TRUE
Statement P is incorrect because soil particles formed by mechanical weathering are typically angular rather than subrounded, as they have not undergone significant transport. Statement Q is correct as the physical activity of clay, such as its ability to swell, is a key indicator of its swell potential.
Q4. The number of degrees of freedom for a natural open channel flow with a mobile bed is
Answer: 4
In natural open channel flow with a mobile bed, the degrees of freedom account for the flow's velocity, water surface elevation, bed elevation, and the position of the sediment bed, leading to a total of four degrees of freedom.
Answer: P-iv, Q-iii, R-ii, S-i
The correct option matches each component of Municipal Solid Waste with the most effective treatment or separation technique: ferrous metals (P) are best separated using a magnetic separator (iv), aluminum and copper (Q) are effectively separated with an eddy current separator (iii), food waste (R) is suited for rapid composting (ii), and cardboard (S) can be incinerated (i) for energy recovery.
Answer: 75 to 79
The correct option is right because, after accounting for the driver's reaction time and the effective braking distance, the total stopping distance falls within the range of 75 to 79 meters, considering the car's initial speed, gradient, and braking efficiency.
Answer: 7% and 300 m
The correct option is based on ICAO guidelines, which state that for every 300 meters of elevation above mean sea level, the basic runway length should be increased by 7% to ensure safe aircraft operations in thinner air.
Q8. Which one of the following statements related to bitumen is FALSE?
Answer: Softer grade bitumen possesses higher softening point than hard grade bitumen.
Softer grade bitumen actually has a lower softening point compared to hard grade bitumen, as the terms 'soft' and 'hard' refer to the viscosity and temperature characteristics of the material.
Answer: 180°
The sum of the interior angles of a polygon can be calculated using the formula (n-2) × 180°, where n is the number of sides. When increasing the number of sides from three to four, the increase in the sum of the interior angles is (4-2) × 180° = 2 × 180° = 360°, but since we are comparing the difference from a triangle (180°) to a quadrilateral (360°), the increase is 180°.
Answer: −03° 00' 00"
The zenith angle is measured from the vertical down to the line of sight, so an angle of 93° indicates that the line of sight is 3° below the horizontal plane, resulting in a vertical angle of -3°.
Q11. The elements that DO NOT increase the strength of structural steel are
Answer: Chlorine
Chlorine does not contribute to the strength of structural steel and can actually be detrimental, as it may lead to corrosion and brittleness, unlike carbon and manganese which enhance strength and toughness.
Answer: Area of tension reinforcement is decreased.
Decreasing the area of tension reinforcement reduces the tensile capacity of the section, which can lead to a situation where the concrete can fail in compression before the steel yields, thus making the section under-reinforced.
Q13. The primary air pollutant(s) is/are
Answer: Sulphur dioxide
Sulphur dioxide is considered a primary air pollutant because it is directly emitted from sources such as burning fossil fuels and industrial processes, contributing significantly to air quality issues and acid rain.
Answer: The fluid is incompressible and the flow is rotational.
div V = d(3)/dx + d(5x)/dy = 0, so the fluid is incompressible. curl_z = d(5x)/dx - d(3)/dy = 5 != 0, so the flow is rotational. Hence incompressible and rotational, option (a).
Answer: 1875
Jam density kj = 1000/8 = 125 veh/km. For the linear Greenshields model the maximum flow is q_max = vf*kj/4 = 60*125/4 = 1875 veh/hr/lane. The stored value 938 (which is half of that) is wrong; the answer is index 0, 1875.
Answer: 10%
The slope is calculated by dividing the vertical rise (1 m) by the horizontal distance represented on the map. Given the scale of 1:1000, 10 mm on the map corresponds to 10 m in reality, resulting in a slope of 1 m rise over 10 m run, which simplifies to 10%.
Q17. Which of the following statement(s) is/are CORRECT?
Answer: Both loose and dense sands with different initial void ratios can attain similar void ratio at large strain during shearing.
Loose and dense sands can reach a similar void ratio under large strain conditions due to the rearrangement of particles during shearing, which allows for a convergence in their structural behavior despite their initial differences.