Q) In case of one-way continuous slab, maximum bending moment will be at…………..
Anonymous Quiz
34%
interior support other than next to end support
27%
mid of end span
13%
end support
26%
a support next to end support
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Q) The maximum spacing of shear reinforcement along the axis of the member shall NOT exceed ______ times the effective depth of the section for vertical strips.
Anonymous Quiz
11%
0.65
11%
1.20
75%
0.75
3%
0.50
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Q) According to particle size distribution curve, if the value of coefficient of uniformity (Cu) is greater than 6 and coefficient of curvature (Cc) is between 1 and 3, then it is classified as………..
Anonymous Quiz
5%
poorly graded sand
21%
poorly graded gravel
64%
well graded sand
10%
well graded gravel
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Q) A value of toughness index less than unity indicates that the soil is friable at the ______
Anonymous Quiz
40%
Plastic Limit
27%
Liquid limit
27%
Shrinkage limit
7%
Elastic limit
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Q) What is the optimum range of water content adopted for sand in the standard proctor test?
Anonymous Quiz
21%
12 to 16 percent
32%
14 to 20 percent
20%
Greater than 20 percent
27%
6 to 10 percent
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Q) According to I.S. classification system, the soil can be classified into…………..
Anonymous Quiz
9%
15 groups
16%
7 groups
10%
3 groups
65%
18 groups
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Q) A detention basin for flood control is the one which is provided with……………
Anonymous Quiz
8%
Uncontrolled outlet and spillways
41%
Controlled outlet and spillways
35%
Controlled outlet but uncontrolled spillways
16%
Uncontrolled outlet but controlled spillways
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Q) Gumbel's distribution is primarily used in……………
Anonymous Quiz
8%
Evaporation studies
13%
Sediment yield estimation
72%
Extreme flood frequency analysis
7%
Baseflow separation
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Q) Which of the following infiltration indexes represents the average rate of rainfall above which the rainfall volume is equal to the runoff volume?
Anonymous Quiz
8%
Drought index
56%
Phi-index
17%
Aridity index
19%
W-index
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Q) Hygrometer is used for estimating…………
Anonymous Quiz
39%
water vapour content of air
14%
water content of soil
25%
capillary potential of soil water
22%
specific gravity of a liquid
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