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. Which of the following is not the purpose of a foundation? a) To distribute the weight of the structure b) To load the substratum evenly c) To provide a level surface for building construction d) To increase the safe bearing capacity of the soil 2 / 30 2. On wetting, cohesive soils a) Lose permeability b) Gain shear strength c) Lose elasticity d) Decrease their shear strength 3 / 30 3. The critical height in the stability of the soil is the: a) Maximum height at which the stability of the slope is possible b) Minimum height at which the stability of the slope is possible c) Maximum vertical height of the soil in an open excavation d) None of the above 4 / 30 4. Moisture content of saturated soil equals: a) 0% b) 100% c) 50% d) 90% 5 / 30 5. Berms are used to: a) Increase the weight of the dam b) Reduce seepage losses c) Increase shear strength d) Increase factor of safety 6 / 30 6. If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio, respectively, are: a) 1.0 and 0.0 b) 0.0 and 1.0 c) 0.5 and 1.0 d) 1.0 and 0.5 7 / 30 7. Which of the following soils has the largest permeability? a) Sand b) Gravel c) Silt d) Clay 8 / 30 8. Three-phase system is concerned with a) Partially saturated soil b) Saturated soil c) Dry soil d) All of the above 9 / 30 9. Base failure refers to a failure surface that: a) Is above the toe of the slope b) Includes the toe of the slope c) Is below the toe of the slope d) None of the above 10 / 30 10. The basis for all soil classification systems is a) Permeability characteristics b) Specific gravity of solids c) Grain size and plasticity characteristics d) None of the above 11 / 30 11. 'Drift' is the material picked up, mixed, disintegrated, transported, and repositioned by a) Wind b) Gravitational force c) Glacier water d) All of the above 12 / 30 12. The void ratio of soil is a) The ratio of voids to solids in volume b) The ratio of voids to gross volume c) The ratio of solids to voids in volume d) The ratio of solid volume to gross volume 13 / 30 13. Westergaard's theory is more appropriate for a) layered soils b) homogeneous deposits c) anisotropic soils d) normally consolidated homogeneous soils 14 / 30 14. Water content is defined as the ratio of a) Weight of water to weight of solids b) Weight of solids to weight of water c) Total amount of water in soil d) All of the above 15 / 30 15. The density of soil can be increased by a) By reducing the air voids b) By elastic compression of soil grains c) By expelling water from soil pores d) All of the above 16 / 30 16. The wall constructed to resist horizontal pressure is: a) Main wall b) Partition wall c) Retaining wall d) All of the above 17 / 30 17. 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 18 / 30 18. 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 19 / 30 19. Chemical weathering occurs because of a) Oxidation b) Carbonation c) Hydration d) All of the above 20 / 30 20. 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 21 / 30 21. Soil transported by water and deposited at the bottom of the lake is known as a) Alluvial soil b) Lacustrine soil c) Loess d) Dune sand 22 / 30 22. A grillage foundation is used under: a) Heavy load-bearing wall b) Set of columns c) Combined footing d) Heavy loaded situations 23 / 30 23. Inorganic soils with low plasticity are denoted by a) ML b) CH c) MH d) SH 24 / 30 24. In an undrained plastic clay, the shear strength is due to a) Internal friction b) Cohesion c) Inter-granular friction d) None of the above 25 / 30 25. If the soil stays at a place above the parent rock where it is produced, then it is called a) Stationary soil b) Static soil c) Residual soil d) Immobile soil 26 / 30 26. Cohesionless soils are formed due to a) Oxidation of rocks b) Leaching action of water on rocks c) Blowing of hot and cold wind d) Physical disintegration of rock 27 / 30 27. Pile foundations are normally used in: a) Soft clayey soil b) Loose sandy soil c) Heavy loaded situations d) When required bearing area is not available 28 / 30 28. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of: a) Cohesion only b) Angle of internal friction c) Both (a) and (b) of above d) None of the above 29 / 30 29. The permeability of a soil deposit in situ can be best obtained by a) Falling head permeameter b) Constant head permeameter c) Pumping test d) None of the above 30 / 30 30. Generally, soils are considered as a) Single-phase system b) Two-phase system c) Three-phase system d) None of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! 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