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. Most of the shear tests are done in equipment which is: a) stress controlled b) strain controlled c) drainage controlled d) volume controlled 2 / 30 2. The most suitable method for increasing the bearing capacity of black cotton soil is: a) Watering the surface of the soil b) Compacting the soil c) Replacement of black cotton soil by sand d) Increasing the depth 3 / 30 3. 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 4 / 30 4. Pile foundations are enormously used in: a) Bridge foundations b) Machine foundations c) Tall buildings d) Towers 5 / 30 5. The shear strength of cohesive soil is equal to a) C = q/2 b) C = 0.5 q tanΦ c) C = q d) C = q tan Φ 6 / 30 6. Chemical weathering occurs because of a) Oxidation b) Carbonation c) Hydration d) All of the above 7 / 30 7. The permissible settlement in the case of an isolated foundation on clayey soils is: a) 25 mm b) 45 mm c) 65 mm d) 85 mm 8 / 30 8. Three phase diagram of soil represents a) Solids, pebbles, and clay b) Dust, fine sand, and coarse sand c) Solids, water, and air d) Solid volume and mass 9 / 30 9. 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 10 / 30 10. 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 11 / 30 11. The angle of internal friction for cohesive soils is equal to: a) Zero b) 30° c) 45° d) 15° 12 / 30 12. 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 13 / 30 13. The shape & structure of an isobar is like a/an a) Onion b) Potato c) Pumpkin d) Turnip 14 / 30 14. The ratio of volume of voids to the total volume of the given soil mass is known as a) Porosity b) Void ratio c) Specific gravity d) Water content 15 / 30 15. A fully saturated soil is called a) One phase system b) Two phase system with soil and air c) Two phase system with soil and water d) Three phase system 16 / 30 16. The water content of soils can be accurately determined by a) Calcium carbide b) Sand bath c) Alcohol method d) Oven drying method 17 / 30 17. The process of compaction may involve a) Rolling b) Tamping c) Vibration d) Any of the above 18 / 30 18. Three-phase system is concerned with a) Partially saturated soil b) Saturated soil c) Dry soil d) All of the above 19 / 30 19. 'Loess' is silty clay formed by the action of a) Wind b) Water c) Glacier d) Gravitational force 20 / 30 20. Piping in soils is due to a) Low exit gradient b) Erosion of subsoil by high velocity of seepage flow c) Leakage of water through pipes laid in dams d) Passage of water through well-connected pores in soil. 21 / 30 21. Consolidation theory was enunciated by a) Rankine b) Westergaard c) Skempton d) Terzaghi 22 / 30 22. A decrease in water content results in a reduction of the volume of a soil in a) Liquid state b) Plastic state c) Semi-liquid state d) All of the above 23 / 30 23. If the sand in situ is in the densest state, then its relative density is a) Equal to zero b) Equal to one c) Between 0 and 1 d) Greater than 1 24 / 30 24. In soil if the water content is equal to the liquid limit, its relative consistency is a) 1 b) 10 c) 5 25 / 30 25. The coefficient of earth pressure for loose sand having an angle of internal friction of 30° is: a) 0.5 b) 1/3 c) 3 d) 1 26 / 30 26. 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 27 / 30 27. Particle size range is measured by a) Effective size b) Uniformity coefficient c) Coefficient of curvature d) None of the above 28 / 30 28. 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 29 / 30 29. The maximum size of a clay particle is a) 0.1mm b) 0.3mm c) 0.002mm d) 0.005mm 30 / 30 30. The angle of internal friction depends upon a) Particle shape and roughness b) Normal direct pressure c) The amount of interlocking d) All of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Soil Mechanics MCQ PDF for Offline Study