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. The angle between the directions of the failure and the major principal plane is equal to: a) 90° + effective angle of shearing resistance b) 90° + half of the angle of shearing resistance c) 45° + half of the angle of shearing resistance d) 45° - half of the angle of shearing resistance 2 / 30 2. The law which states that the velocity of flow through a porous medium is directly proportional to the hydraulic gradient is a) Newton's law b) Stokes's law c) Darcy's law d) Reynolds's law 3 / 30 3. The u/s face of an earthen dam is a) An equipotential line b) A phreatic line c) A flow line d) None of the above 4 / 30 4. For the same soil, an increase in compaction effort a) Does not affect OMC b) Increases OMC c) Decreases OMC d) Decreases more dry density 5 / 30 5. Generally, soils are considered as a) Single-phase system b) Two-phase system c) Three-phase system d) None of the above 6 / 30 6. The maximum dry density occurs at a particular water content which is known as a) Optimum moisture content b) Maximum moisture content c) Low moisture content d) Water content 7 / 30 7. Compression of soils occurs rapidly if voids are occupied by a) Air b) Water c) Partly air and partly water d) None of the above 8 / 30 8. The water content of soils is defined as the ratio of a) Volume of water to that of voids b) Weight of water to the dry soil weight c) Volume of water to the gross volume of soil d) Weight of water to that of the soil 9 / 30 9. Passive earth pressure is defined as a) Retaining wall tends to move away from the backfill b) Retaining wall tends to move towards the backfill c) Retaining wall is in a stationary position d) All of the above 10 / 30 10. 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 11 / 30 11. * When water content in a soil is reduced beyond the shrinkage limit, the soil will be: a) Solid state b) Liquid state c) Semi-solid state d) Plastic state 12 / 30 12. Berms are used to: a) Increase the weight of the dam b) Reduce seepage losses c) Increase shear strength d) Increase factor of safety 13 / 30 13. Mechanical stabilization is done by a) Cement b) Lime c) Bitumen d) Proper grading 14 / 30 14. In an earthen dam, the phreatic line is a) Straight line b) Circular line c) Parabolic d) Zigzag 15 / 30 15. Quick sand is a a) Type of sand b) Condition in which a cohesionless soil loses its strength because of upward flow of water c) Moist sand containing small particles d) Condition which occurs in coarse sand 16 / 30 16. 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 17 / 30 17. The property of the soil which allows water to flow through the soil is known as a) Capillary b) Permeability c) Fluidity d) Viscosity 18 / 30 18. A wall constructed to retain the earth from slippage on the hillside of the roadway is called: a) Breast wall b) Retaining wall c) Parapet wall d) Wing wall 19 / 30 19. On wetting, cohesive soils a) Lose permeability b) Gain shear strength c) Lose elasticity d) Decrease their shear strength 20 / 30 20. The bearing capacity of a soil depends upon: a) Size of the particles b) Shape of the particles c) Cohesive properties of particles d) All of the above 21 / 30 21. Raising of water table in shallow foundations, near foundation level: a) Reduces bearing capacity b) Increases bearing capacity c) Does not affect bearing capacity d) Increases and then decreases bearing capacity 22 / 30 22. If the volume of voids is equal to the volume of solids in a soil, then the values of porosity and voids ratio respectively are a) 1.0 and 0 b) 0 and 1 c) 0.5 and 1 d) 1 and 0.5 23 / 30 23. Total lateral earth pressure is proportional to a) Depth of the soil b) Square of the depth of the soil c) Angle of internal friction of the soil d) None of the above 24 / 30 24. If the shearing stress is zero on two planes, then the angle between the two planes is a) 45° b) 90° c) 135° d) 180° 25 / 30 25. Square root of times fitting method is used for calculating a) Compression index b) Coefficient of consolidation c) Coefficient of compressibility d) Coefficient of volume compressibility 26 / 30 26. The soil sample contains a volume of void 0.2 and a volume of soil solid is 0.30 then find the void ratio & porosity of soil a) 0.67, 0.40 b) 2, 0.67 c) 0.67, 0.80 d) 0.80, 0.67 27 / 30 27. Inorganic soils with low plasticity are denoted by a) ML b) CH c) MH d) SH 28 / 30 28. The well in well foundation: a) Is normally left empty b) Filled with earth and consolidated c) Filled with water d) Filled with sand and consolidated on 29 / 30 29. The critical exit gradient may occur when a) Flow is in an upward direction b) Seepage pressure is in an upward direction c) Effective pressure is zero d) All of the above 30 / 30 30. The ratio of settlement at any time t, to the final settlement is called a) Percentage settlement b) Partial settlement c) Degree of consolidation d) Residual consolidation Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! 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