Civil Engineering : Soil Mechanics And Foundation QUESTIONS AND ANSWERS :: part5 : 6 to 10
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
6.According to IS specifications, the minimum depths of foundation in sand and clay should be respectively |
600 mm and 700 mm |
800 mm and 900 mm |
1 m and 800 mm |
1 m and 1.2 m |
7.Coefficient of earth pressure at rest is |
less than active earth pressure but greater than passive earth pressure |
greater than active earth pressure but less than passive earth pressure |
greater than both the active earth pressure and passive earth pressure |
less than both the active and passive earth pressures |
8.Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by |
25% |
50% |
75% |
90% |
9.Bishop's method of stability analysis |
is more conservative |
neglects the effect of forces acting on the sides of the slices |
assumes the slip surface as an arc of a circle |
all of the above |
10.Terzaghi's general bearing capacity formula for a strip footing (C Nc + y D Nq + 0.5 Y NTB) gives |
safe bearing capacity |
net safe bearing capacity |
ultimate bearing capacity |
net ultimate bearing capacity where C = unit cohesion |
More Soil Mechanics And Foundation QUESTIONS AND ANSWERS available in next pages
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