WebSankul Civil Engineering 👷‍♂️ 🏗️
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A soil sample is having a specific gravity of 2.60 and void ratio 0.78, the moisture content in % required to fully saturate the soil at that void ratio would be :
Anonymous Quiz
9%
(a) 10
63%
(b) 30
25%
(c) 50
3%
(d) 70
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If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in
Anonymous Quiz
24%
(a) Liquid state
51%
(b) Plastic state
24%
(c) Semi-solid state
1%
(d) Solid state
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Liquid limit and plastic limit exist in soils.
Anonymous Quiz
68%
(a) cohesive
22%
(b) cohesion less
7%
(c) rocks
2%
(d) none of these
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The material having particle size varying from 0.007 mm to 0.06 mm is termed as,
Anonymous Quiz
51%
(a) Silt
33%
(b) Clay
13%
(c) Sand
3%
(d) None of the above
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A line was measured using a 10m tape which was 20 cm too long. What is the true length of the line whose length was measured as 5m
Anonymous Quiz
21%
(a) 5.20 m
54%
(b) 5.01 m
18%
(c) 5.50 m
8%
(d) 5 m
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The lines of force of earth's magnetic field are parallel to the earth's surface
Anonymous Quiz
14%
(a) near to poles
29%
(b) at right angles to the poles
29%
(c) at 45 deg to the line joining poles
28%
(d) near the equator
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If the correction for curvature for a measured distance of 1200 m is 0.14m, the correction for refraction (in m) will be :
Anonymous Quiz
20%
(a) 0.020
45%
(b) 0.202
25%
(c) 8.571
9%
(d) 0.117
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The elevations of objects on photograph can be measured due to an aerial
Anonymous Quiz
24%
(a) Tilt
30%
(b) Drift
29%
(c) Overlap
17%
(d) Stereoscopic fusion
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A concentrated load of 40 kN is applied vertically on a level ground surface. The vertical stress intensity at 2 m depth below the point of application of load will be :
Anonymous Quiz
11%
(a) 3.97 hat kN /m^2
40%
(b) 4.01kN / m^2
39%
(c) 4.77kN / m^2
9%
(d) 2.13kN / m^2
❤1👌1
In Newmark's influence chart for stress distribution, there are ten concentric circles and ten radial lines. The influence factor of the chart is:
Anonymous Quiz
6%
(a) 0.1
46%
(b) 0.01
44%
(c) 0.001
4%
(d) 0.0001
❤1👍1
The ratio of settlement at any time to the final settlement is called:
Anonymous Quiz
23%
(a) coefficient of consolidation
46%
(b) degree of consolidation
25%
(c) compression index
7%
(d) compressibility
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