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 value of net allowable bearing pressure is: a) Net safe bearing capacity b) Net safe settlement pressure c) Minimum of net safe bearing capacity and net safe settlement pressure d) Gross safe bearing capacity 2 / 30 2. Generally, soils are considered as a) Single-phase system b) Two-phase system c) Three-phase system d) None of the above 3 / 30 3. 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 4 / 30 4. 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 5 / 30 5. The minimum number of piles needed to support a wall is: a) 1 b) 2 c) 3 d) 4 6 / 30 6. The degree of saturation in soils can be defined as the ratio of a) Water by weight to the dry soil weight b) Volume of water to the gross volume of soil c) Volume of water to volume of voids in soil d) Weight of the water to weight of the soil 7 / 30 7. The ratio of plasticity index to flow index is called a) Activity ratio b) Liquidity index c) Toughness index d) Shrinkage index 8 / 30 8. If the coefficient of permeability of a soil is 0.08 cm/sec, that soil will be a) Clay b) Silt c) Sand d) Gravel 9 / 30 9. 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 10 / 30 10. The degree of saturation, Sr, of soil in percentage has a value a) Sr > 0 b) Sr ≤ 0 c) 0 < S < 100 d) 0 ≤ S ≤ 100 11 / 30 11. A grillage foundation is used under: a) Heavy load-bearing wall b) Set of columns c) Combined footing d) Heavy loaded situations 12 / 30 12. 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 13 / 30 13. The safe B.C. of a soil can be defined as: a) Ultimate load on the bearing area b) Load intensity beyond which the soil should not be loaded c) Load at which the soil fails d) Load beyond which the soil yields 14 / 30 14. In hydrometer analysis, the principle used a) Newton's law b) Darcy's law c) Stoke's law d) Rehbann's law 15 / 30 15. Specific gravity of soil is a) Same for clays and sands b) Determined by hydrometer c) Less than 2.0 for most soils d) More than 2.5 for most soils 16 / 30 16. 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 17 / 30 17. 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 18 / 30 18. 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 19 / 30 19. Chemical weathering occurs because of a) Oxidation b) Carbonation c) Hydration d) All of the above 20 / 30 20. In an earthen dam, the phreatic line is a) Straight line b) Circular line c) Parabolic d) Zigzag 21 / 30 21. The force exerted by flowing water on the sediment particles to cause their motion is called: a) Eddy force b) Buoyant force c) Tractive force d) Kinematic force 22 / 30 22. Bearing capacity of soils depends on: a) Physical characteristics of soil particles b) Moisture content of soil c) Both of the above d) None of the above 23 / 30 23. Angle of internal friction of silty sand a) 5-20° b) 24-30° c) 27-33° d) 30-35° 24 / 30 24. The critical exit gradient of the seepage of water in soils is a) Directly proportional to the void ratio b) Increases with a decrease in void ratio c) Increases with a decrease in specific gravity d) Inversely proportional to the specific gravity 25 / 30 25. Standard Proctor test is used for determining a) Optimum moisture content (OMC) b) Void ratio c) Coefficient of consolidation d) Pavement thickness 26 / 30 26. Raft foundation is a type of: a) Deep foundation b) Shallow foundation c) Foundation under water d) None of the above 27 / 30 27. Combined footing is generally used when: a) Number of columns are more than two and are spaced far apart b) Number of columns are two and are spaced close to each other c) Number of columns are two and are spaced far apart d) None of the above 28 / 30 28. The bulk density of soil can be defined as a) Ratio of the weight of the solids to the volume of solids b) Ratio of unit weight of soil to that of water c) Unit weight of soil d) Unit weight of soil under saturated condition 29 / 30 29. 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 30 / 30 30. The critical exit gradient of the seepage of water in a soil is a) (1-e) / (G-1) b) (G+e) / (1+e) c) (G-1)/(1+e) 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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