Home» Online Test » Civil Engineering » Soil Mechanics Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 30 Time Allotted: 30 minutes Passing Score: 50% Randomization: Yes Certificate: No Do not refresh the page! 👍 All the best! 1 / 30 1. In a sand stratum of 1.5m thickness, specific gravity 2.67, and voids ratio 0.67, the head required for the quick condition is equal to a) 2.5m b) 2.0m c) 1.5m d) 3.0m 2 / 30 2. Bearing capacity of soil primarily depends upon: a) Air void b) Water content c) Chemical d) Rate of loading 3 / 30 3. Compaction is done to remove... from the soil. a) Air b) Water c) Soil d) None of the above 4 / 30 4. The factor of safety of slopes is defined as: a) FS= Total stress / Effective stress b) FS= Shear strength / Shear stress c) FS= Overturning moment / Resisting moment d) FS= Shear stress / Normal stress 5 / 30 5. The maximum pressure which a soil can carry without shear failure is called: a) Safe bearing capacity b) Net ultimate bearing capacity c) Net bearing capacity d) Ultimate bearing capacity 6 / 30 6. The relation between dry density (ρd), bulk density (ρ), and water content (w) is a) ρ = ρd / (1 + w) b) ρd = ρ / (1 + w) c) w = ρ / (1 + ρd) d) w = ρd / (1 + ρ) 7 / 30 7. Which method is quickest to find the water content of soils? a) Oven dry method b) Alcohol method c) Calcium carbide method d) Sand bath method 8 / 30 8. Earth pressure at rest can be defined as lateral pressure exerted by the soil when the retaining wall tends to a) Move away from the backfill b) No movement relative to the backfill c) Move into the soil d) All of the above 9 / 30 9. * For a properly designed footing, the bearing stress must be less than the bearing capacity, which is the bearing stress that causes a ......... failure within the foundation soil. a) Tensile b) Expected c) Unexpected d) Shear 10 / 30 10. Plasticity index is obtained as the difference between a) Liquid limit and shrinkage limit b) Shrinkage limit and plastic limit c) Liquid limit and plastic limit d) None of the above 11 / 30 11. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated a) Sands b) Clays/cohesive soils c) Gravels d) Highly organic soils 12 / 30 12. Hydrometer readings are corrected for a) Temperature correction b) Meniscus correction c) Both a) and b) of above d) None of the above 13 / 30 13. The ratio of the unit weight of soil solids to that of water is called: a) Void ratio b) Porosity c) Specific gravity d) Degree of saturation 14 / 30 14. The assumption of Rankine's theory of earth pressure is: a) The soil is semi-finite, homogeneous, dry, and cohesionless b) Ground surface is a plane which may be inclined or horizontal c) Back of the wall is vertical and smooth d) All of the above 15 / 30 15. The process of improving the engineering properties of the soil and thus making it more stable is known as a) Compaction b) Consolidation c) Stabilization d) None of the above 16 / 30 16. Moisture content of saturated soil equals: a) 0% b) 100% c) 50% d) 90% 17 / 30 17. A plane inclined at an angle to the horizontal at which the soil is expected to stay in the absence of any lateral support is known as: a) Natural slope line b) The stable line c) Repose line d) All of the above 18 / 30 18. Absorbed water in soil is a) Same as free water b) The water chemically combined in the crystal structure of the soil material c) Having free movement through the soil by gravity d) Water absorbed from the atmosphere by forces of attraction 19 / 30 19. Electrical analogy method is used to a) Find electrical conductivity of soil b) Draw flow net c) Find the depth to the water table d) Find the water content in a soil 20 / 30 20. The types of compaction suitable in a congested area for cohesive as well as cohesionless soil are a) Roller b) Rammer c) Vibrator d) Vibrofloatation 21 / 30 21. The quantity of water seeping through a soil is a) Proportional to the head of water downstream b) Proportional to the head of water upstream c) Proportional to the total head loss d) None of the above 22 / 30 22. Which of the following statements is true? a) In a dry soil, all the voids are filled with air. b) In a saturated soil, all the voids are filled with water. c) In a partly saturated soil, the voids are occupied by both air and water. d) All of the above 23 / 30 23. The shearing strength of a cohesionless soil depends upon: a) Dry density b) Rate of loading c) Confining pressure d) Nature of loading 24 / 30 24. The bearing capacity of soil depends upon: a) Shape and size of the particles b) Cohesive properties of particles c) Internal frictional resistance of particles d) All of the above 25 / 30 25. Specific gravity of solid particles is determined in a laboratory with: a) Shrinkage Limit Method b) Gas Jar Method c) Density Bottle Method d) All of the above 26 / 30 26. The rise of the water table below the foundation influences the bearing capacity of soil mainly by reducing: a) Effective angle of shearing resistance b) Cohesion and effective unit weight of soil c) Effective unit weight of soil and effective angle of shearing resistance d) Cohesion and effective angle of shearing resistance 27 / 30 27. The slope of the flow curve obtained in the liquid limit test is called a) Liquidity index b) Plasticity index c) Toughness index d) Flow index 28 / 30 28. The maximum water content at which a reduction in water content does not cause a decrease in the volume of the soil mass is known as a) Liquid limit b) Plastic limit c) Shrinkage limit d) Ductile limit 29 / 30 29. The minimum number of piles needed to support a wall is: a) 1 b) 2 c) 3 d) 4 30 / 30 30. The strength of a soil is generally identified by a) Direct tensile stress b) Net stress c) Ultimate shear stress d) Direct ultimate compressive stress Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Soil Mechanics MCQ PDF for Offline Study