Home» Online Test » Civil Engineering » Online Exam 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard) Get fresh, new questions in each attempt.(4100+ Question Bank Pool) Total Questions: 50 Time Allotted: 40 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. The number of international airports in Nepal till 2080 a) 2 b) 3 c) 4 d) 5 2 / 50 2. The depressions and undulations in the pavement of the runway are caused due to a) Impact of heavy wheel loads b) Punching effect c) Failure of subgrade d) All of the above 3 / 50 3. For the proposed airport, the survey project provides a) Master plan b) Grading plan c) Topographic plan d) All of the above 4 / 50 4. The concrete mix which causes difficulty in obtaining a smooth finish is known to possess: a) Segregation b) Internal friction c) Hardness d) Bleeding 5 / 50 5. For a uniform face appearance, the bond desired in brick masonry is: a) english bond b) double flemish bond c) flemish bond d) garden wall bond 6 / 50 6. Steam curing is not used with: a) ordinary Portland cement b) high alumina cement c) rapid hardening cement d) none of the above 7 / 50 7. Undisturbed samples are obtained by: a) direct excavations b) augers c) thick wall samplers d) thin wall samplers 8 / 50 8. A guarantee amount that is provided by the contractor to the employer towards the successful execution of the contract is known as: a) Tender security b) Bid security c) Performance security d) Advance security 9 / 50 9. Who is responsible for accidents occurring at the site? a) Petty contractor b) Himself c) Consultant d) Contractor 10 / 50 10. Total float for any activity is defined as the difference between: a) Its latest finish time and earliest start time for its successor activity b) Its latest start time and earliest start time c) Its latest start time and earliest finish time d) Its earliest finish time and earliest start time for its successor activity 11 / 50 11. Excess of iron oxide in brick earth causes a) loss of cohesion b) decay of bricks c) the color change i.e. from red to dark blue d) none of the above 12 / 50 12. The process of mixing sand with the powdered natural soil to improve the quality is known as a) moulding b) tempering c) pugging d) blending 13 / 50 13. The reason for the popularity of bricks as a construction material is that a) they are cheap and available locally at all places b) they are durable and possess fairly good strength and are lighter than stones c) they have very good insulating property against heat and sound d) all of the above 14 / 50 14. *The most commonly used accelerator for concreting is a) gypsum b) calcium chloride c) calcium oxide d) calcium sulphate 15 / 50 15. T square is used alone to draw: a) Vertical lines b) Inclined lines c) Horizontal lines d) None of the above 16 / 50 16. Topographic map is used to represent: a) Artificial detail b) Natural detail c) Construction detail d) All of the above 17 / 50 17. The techniques for free-hand sketch to drawing a circle is: a) Fixing a fixed point and arc b) Fixing the perimeter c) Fixing the radius only d) None of the above 18 / 50 18. The unit of measurement for electric wiring or electrification light, fan plug points is a) point b) meter c) number d) no unit 19 / 50 19. The unit rate of items written by the contractor in BOQ is in numeral as well as alphabetical form. Which one is preferred? a) numeral b) alphabetical c) both of the above d) none of the above 20 / 50 20. The document showing the account of work done or supply of material, including the particulars and quantities, is called a) Bill b) Voucher c) Balance sheet d) None of the above 21 / 50 21. Extra widening of pavements depends upon a) number of lanes b) speed of the vehicle c) length of the wheelbase d) all of the above 22 / 50 22. Road metal thickness of the layer to be compacted should not exceed a) 5 cm b) 10 cm c) 15 cm d) 30 cm 23 / 50 23. The background color of the informatory signboard is: a) red b) white c) yellow d) both (b) and (c) 24 / 50 24. The upward water pressure at the base of the structure is called a) up b) down c) uplist d) downlift 25 / 50 25. Mach number is the ratio of inertia force to a) viscosity b) Froude number c) gravitational force d) elasticity 26 / 50 26. If the density of a fluid changes from point to point in a flow region, it is called a) steady flow b) unsteady flow c) non-uniform flow d) compressible flow 27 / 50 27. Liquids or fluids a) have no shape b) cannot be compressed c) both (a) and (b) of above d) none of the above 28 / 50 28. Critical flow is a) in which the total energy head is minimum for a given discharge b) in which the Froude number is less than unity c) in which the Froude number is more than unity d) none of the above 29 / 50 29. *The discharge through a channel is maximum when a) d = b/3 b) m = d/2 c) d = b d) b = 1.5d 30 / 50 30. Into how many components is the diversion head work divided? a) 8 b) 6 c) 7 d) 5 31 / 50 31. The impact tests are used to determine a) ultimate crushing strength b) toughness c) ductility d) tenacity 32 / 50 32. The number of reaction components at a hinged end of a general loading is a) 1 b) 2 c) 3 d) 4 33 / 50 33. *In the case of a fixed beam loaded at a point at its center, the number of points at which BM is zero a) 1 b) 2 c) 3 d) 4 34 / 50 34. The section modulus of a circular section about an axis through its C.G. is a) πd^2/16 b) πd^3/32 c) πd^3/64 d) πd^2/64 35 / 50 35. The maximum bending moment caused by a moment M applied at a distance 'a' from one end on a simply supported beam is.... (where L=span, a>L/2) a) M b) Ma/L c) M(L-a)/L d) ML/a 36 / 50 36. The most effective method for compacting sand is by using a) Pneumatic rollers b) Sheep foot rollers c) Steel tyred rollers d) Vibration 37 / 50 37. Angle of Internal friction is minimum for a) angular grained loose soil b) angular grained dense soil c) round drained loose soil d) clay 38 / 50 38. A plane inclined at an angle to the horizontal at which the soil is expected to stay in the absence of any lateral support is known as: a) Natural slope line b) The stable line c) Repose line d) All of the above 39 / 50 39. Bearing capacity of soil primarily depends upon: a) Air void b) Water content c) Chemical d) Rate of loading 40 / 50 40. The seepage flow through a porous medium is generally a) Turbulent b) Supercritical c) Transitional d) Laminar 41 / 50 41. In an RCC beam, N.A means a) not applicable b) neutral axis c) natural axis d) normal axis 42 / 50 42. For a continuous slab of 3m x 3.5m size, the minimum overall depth of the slab to satisfy vertical deflection limit is a) 5cm b) 7.5cm c) 9cm d) 12cm 43 / 50 43. In a two-way slab, the lifting of corners occurs due to a) zero moment at the center b) torsional moments on the slab c) unbalanced moments on the slab d) none of the above 44 / 50 44. Contour interval, within the limits of a map a) may be kept constant b) may not be kept constant c) must be kept constant d) may vary according to the configuration 45 / 50 45. A staff reading taken on a benchmark/ known elevation or change point is known as a) back sight b) foresight c) intermediate sight d) none of the above 46 / 50 46. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 47 / 50 47. Most suitable section of sewer in a separate sewage system is: a) circular section b) rectangular section c) egg-shaped section d) modified egg-shaped section 48 / 50 48. The alum, when mixed with water as a coagulant...... PH value of water. a) decreases b) increases c) no change d) none of the above 49 / 50 49. 2 ml of sewage, having BOD-500 mg/l, is diluted to 200 ml, and incubated for 5 days at 20°C. If the D.O. content after 5 days is found to be 5 mg/l, what was the initial D.O. content of the diluted sample? a) 10 mg/l b) 5 mg/l c) 1 mg/l d) none of the above 50 / 50 50. Grade aqueducts are not allowed to run a) one-fourth full b) half c) three d) full Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy The Complete Civil Engineering MCQ PDF for Offline Study