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 admixture used in soil stabilization is a) Cement b) Lime c) Bitumen d) Any of the above 2 / 30 2. 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 that may be inclined or horizontal c) The back of the wall is vertical and smooth d) All of the above 3 / 30 3. Contribution due to skin friction is maximum in: a) Sands b) Soft clays c) Piles resting on rock d) None of the above 4 / 30 4. For testing a saturated clay for shear strength, the test recommended is a) Direct shear test b) Triaxial compression test c) Unconfined compression test d) All of the above 5 / 30 5. 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 6 / 30 6. 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 7 / 30 7. Falling head permeability test is preferable when the soil sample is a) Clayey b) Silty sand c) Sandy d) Sandy gravel 8 / 30 8. The pressure-void ratio curve will be a) Linear when plotted on ordinary paper b) Linear when plotted on semi-log paper c) Linear when plotted on log-log paper d) None of the above 9 / 30 9. 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 10 / 30 10. Raft foundation is a type of: a) Deep foundation b) Shallow foundation c) Foundation under water d) None of the above 11 / 30 11. To what category do the gravel and sand belong? a) Cohesive soil b) Cohesionless soil c) Marine soil d) Expansive soil 12 / 30 12. The percentage of the porosity of loose sand is in the range of a) 5 to 15% b) 15 to 30% c) 30 to 40% d) 40 to 50% 13 / 30 13. 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 14 / 30 14. Sheet piles are held in position by: a) Self-weight of the sheet pile b) Tie rods which are anchored c) Embedding the bottom of the sheet pile d) Adjusting water level on one side 15 / 30 15. 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 16 / 30 16. A foundation may be classified as shallow if: a) Depth is less than 6 m b) Depth is less than its width c) Depth is less than 1 m d) None of the above 17 / 30 17. Talus' is the soil transported by a) Wind b) Water c) Glacier d) Gravitational force 18 / 30 18. Negative skin friction is to be considered when: a) Fill settles relative to the pile b) Pile settles relative to the fill c) Fill and pile settle together d) Water table rises 19 / 30 19. 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 20 / 30 20. Soil in which some of the intermediate size particles are missing is known as a) Poorly graded soil b) Non-uniform soil c) Ill-proportioned soil d) Skip-graded soil 21 / 30 21. 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 22 / 30 22. The ratio of volume of air void to the volume of voids is known as a) Air content b) Wet porosity c) Percentage voids d) Degree of saturation 23 / 30 23. In hydrometer analysis, the principle used a) Newton's law b) Darcy's law c) Stoke's law d) Rehbann's law 24 / 30 24. 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 25 / 30 25. The top flow line in the case of seepage flow through an earthen dam has the shape of a) Parabola b) Ellipse c) Hyperbola d) None of the above 26 / 30 26. Well foundation in sandy soils derive their bearing capacity from: a) Skin friction b) Point bearing c) Uplift d) Skin friction & point bearing 27 / 30 27. * Angle of internal friction is minimum for: a) Angular grained loose soil b) Angular grained dense soil c) Round grained loose soil d) Clay 28 / 30 28. Which sequence is correct regarding different coefficients of friction in increasing order? a) Kp-Ka-Ko b) Ka-Ko-Kp c) Ko-Kp-Ka d) Kp-Ko-Ka 29 / 30 29. In cohesive soils, the depth of the vertical cut up to which no lateral support is required is given by: a) 2c/γ b) 4c/γ c) 2γ/c d) 4γ/c 30 / 30 30. Consolidation theory was enunciated by a) Rankine b) Westergaard c) Skempton d) Terzaghi Please provide accurate information so we can send your Achievement Certificate by mail. 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