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This section includes 5814 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 2951. |
For batching 1:3:6 concrete mix by volume, the ingredients required per bag of 50 kg cement, are: |
| A. | 70 litres of sand and 120 litres of aggregates |
| B. | 70 kg of sand and 140 litres of aggregates |
| C. | 105 litres of sand and 140 litres of aggregates |
| D. | 105 litres of sand and 210 litres of aggregates |
| E. | none of these. |
| Answer» E. none of these. | |
| 2952. |
The grade of concrete not recommended by I.S. : 456, is |
| A. | M 100 |
| B. | M 200 |
| C. | M 300 |
| D. | M 400 |
| E. | M 500 |
| Answer» F. | |
| 2953. |
The process of hardening the concrete by keeping its surface moist is known |
| A. | placing |
| B. | wetting |
| C. | curing |
| D. | compacting |
| E. | none of these. |
| Answer» D. compacting | |
| 2954. |
C.R.R.I. charts are used to obtain a relatioship between strength of concrete and |
| A. | water cement ratio |
| B. | workability |
| C. | grading of aggregate |
| D. | fineness modulus |
| E. | none of these. |
| Answer» B. workability | |
| 2955. |
Batching error means inaccuracy in the quantity of |
| A. | aggregates |
| B. | cement |
| C. | water |
| D. | all the above. |
| Answer» E. | |
| 2956. |
Pick up the correct statement from the following i. |
| A. | Higher workability indicates unexpected increase in the moisture content |
| B. | Higher workability indicates deficiency of sand |
| C. | If the concrete mix is dry, the slump is zero |
| D. | Concrete mix having zero slump, is unsuitable for high strength. |
| E. | All the above. |
| Answer» F. | |
| 2957. |
You are asked to construct a massive dam, the type of cement you will use, is |
| A. | ordinary Portland cement |
| B. | rapid hardening cement |
| C. | low heat cement |
| D. | blast furnace slag cement |
| E. | white cement. |
| Answer» D. blast furnace slag cement | |
| 2958. |
For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is |
| A. | 40 mm |
| B. | 50 mm |
| C. | 60 mm |
| D. | 70 mm |
| E. | 80 mm |
| Answer» B. 50 mm | |
| 2959. |
For preparing a test-specimen, it is necessary |
| A. | to mix cement and fine aggregate by dry hand |
| B. | to mix coarse aggregates |
| C. | to mix water to the cement, fine aggregates and coarse aggregates |
| D. | to oil inner surface of the mould and the base plate, before placing concrete |
| E. | all the above. |
| Answer» F. | |
| 2960. |
The aggregate containing moisture in pores and having its suface dry, is known as |
| A. | moist aggregates |
| B. | very dry aggregates |
| C. | dry aggregates |
| D. | saturated surface dry aggregate |
| E. | none of these. |
| Answer» E. none of these. | |
| 2961. |
1.S. Sieve Nos. 10 mm and 4.75 mm are geneally used for grading of |
| A. | coarse aggregates |
| B. | fine aggregates |
| C. | neither (a) nor (b) |
| D. | both (a) and (b) |
| E. | none of these. |
| Answer» E. none of these. | |
| 2962. |
Addition of pozzolana to ordinary port land cement, causes |
| A. | decrease in early strength |
| B. | reduction in chemical action with sulphates |
| C. | increase in shrinkage |
| D. | reduction bleeding |
| E. | all the above. |
| Answer» F. | |
| 2963. |
Too wet concrete may cause |
| A. | weakness of concrete |
| B. | excessive laitance |
| C. | segregation |
| D. | lower density |
| E. | all the above. |
| Answer» F. | |
| 2964. |
Addition of pozzolana to cement causes |
| A. | reduction in permeability |
| B. | loss of heat of hydration |
| C. | reduction in bleeding |
| D. | increase in curing time |
| E. | all the above. |
| Answer» F. | |
| 2965. |
Assuming human normal vision distance 25 cm, smallest measurable angle 20", and introcular distance 6.5 cm, the smallest depth to be discerned is |
| A. | 0.1 mm |
| B. | 0.5 mm |
| C. | 1.00 mm |
| D. | 1.1 mm. |
| Answer» B. 0.5 mm | |
| 2966. |
The main object of the astronomer to obtain |
| A. | astronomical latitude |
| B. | astronomical longitude |
| C. | astronomical bearing |
| D. | all of these. |
| Answer» E. | |
| 2967. |
Pick up the incorrect statement from the following. High oblique photographs |
| A. | may have tilt up to 30 |
| B. | may include the image of the horizon |
| C. | may not include the image of the horizon |
| D. | none of these. |
| Answer» E. | |
| 2968. |
Pressure exerted by fully saturated air, is known |
| A. | partial pressure |
| B. | vapour pressure |
| C. | saturation vapour pressure |
| D. | saturation pressure |
| E. | (c) and (d) of the above. |
| Answer» F. | |
| 2969. |
A volume of air at constant barometric pressure may be brought to dew point by |
| A. | increasing the temperature |
| B. | decreasing the temperature |
| C. | neither (a) nor (b) |
| D. | both (a) and (b). |
| Answer» C. neither (a) nor (b) | |
| 2970. |
If the dew point is greater than 0 C |
| A. | dew will be formed |
| B. | frost will be formed |
| C. | vapours will be formed |
| D. | neither of these. |
| Answer» B. frost will be formed | |
| 2971. |
Humidity refers to |
| A. | temperature of the air |
| B. | pressure of the air |
| C. | moisture content of the air |
| D. | volume of the air. |
| Answer» D. volume of the air. | |
| 2972. |
A soil strata may consist of |
| A. | soil zone |
| B. | intermediate zone |
| C. | capillary zone |
| D. | ground water zone |
| E. | all the above. |
| Answer» F. | |
| 2973. |
The equation P - Q = Te index for determining the infiltration capacity, was suggested by |
| A. | Horton |
| B. | Horner |
| C. | Llyod |
| D. | Bernard. |
| Answer» B. Horner | |
| 2974. |
If the slope of a line for infiltration capacity curve is , the value of constant k in Horton's equation of infiltration capacity curve, is |
| A. | 2.0 |
| B. | 2.5 |
| C. | 3.0 |
| D. | 3.5 |
| E. | 4.0. |
| Answer» F. | |
| 2975. |
Rotation of the camera at exposure about its vertical axis, is known as |
| A. | swing |
| B. | tilt |
| C. | tip |
| D. | none of these. |
| Answer» B. tilt | |
| 2976. |
The difference of height of two points whose parallax difference is 0.8 mm on a pair of stereo pair taken from a height H is 100 m. If mean photo base is 95.2 mm, the flying height is |
| A. | 8,000 m |
| B. | 10,000 m |
| C. | 12,000 m |
| D. | 14,000 m |
| Answer» D. 14,000 m | |
| 2977. |
The void ratio of |
| A. | single size coarse aggregate is roughly 0.45. |
| B. | graded coarse aggregate is roughly 0.040 |
| C. | fine aggregate is roughly 0.45 |
| D. | all the above. |
| Answer» E. | |
| 2978. |
The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is |
| A. | rounded aggregate |
| B. | irregular aggregate |
| C. | angular aggregate |
| D. | flaky aggregate |
| E. | none of these. |
| Answer» B. irregular aggregate | |
| 2979. |
The scale of a tilted photograph of focal length f, taken from an altitude H, along the plate parallel through plumb point, is |
| A. | <img src="/_files/images/civil-engineering/advanced-surveying/91-4.136-1.png"> |
| B. | <img src="/_files/images/civil-engineering/advanced-surveying/91-4.136-2.png"> |
| C. | <img src="/_files/images/civil-engineering/advanced-surveying/91-4.136-3.png"> |
| D. | <img src="/_files/images/civil-engineering/advanced-surveying/91-4.136-4.png"> |
| Answer» C. <img src="/_files/images/civil-engineering/advanced-surveying/91-4.136-3.png"> | |
| 2980. |
The flying height of the camera is 1, 000 m above mean ground level, the distance of the top of a Minar from a nadir point is 10 cm and the relief displacement of Minar is 7.2 mm. The height of the Minar, is |
| A. | 52 m |
| B. | 62 m |
| C. | 72 m |
| D. | 82 m. |
| Answer» D. 82 m. | |
| 2981. |
The average eye base is assumed as |
| A. | 58 mm |
| B. | 60 mm |
| C. | 62 mm |
| D. | 64 mm |
| E. | 72 mm. |
| Answer» E. 72 mm. | |
| 2982. |
On vertical photographs, height displacement is |
| A. | positive for points above datum |
| B. | negative for points below datum |
| C. | zero for points vertically below the air station |
| D. | all the above. |
| Answer» E. | |
| 2983. |
While designing an air entrained concrete |
| A. | water cement ratio is reduced |
| B. | proportion of aggregates is reduced |
| C. | an allowance for the entrained air is made |
| D. | strength of the concrete, is reduced |
| E. | all the above. |
| Answer» F. | |
| 2984. |
The station where observations are not made, but the angles at the station are used in triangulation series, is known as |
| A. | satellite station |
| B. | subsidiary station |
| C. | pivot station |
| D. | main station. |
| Answer» D. main station. | |
| 2985. |
To obtain photographs of an area of 1000 m average elevation, on scale 1 : 30, 000, with a camera of 30 cm focal length, the flying height is |
| A. | 4000 m |
| B. | 5000 m |
| C. | 6000 m |
| D. | 7000 m. |
| Answer» D. 7000 m. | |
| 2986. |
Workability of concrete mix with low water cement ratio is determined by |
| A. | tensile strength test |
| B. | slump test |
| C. | compaction factor test |
| D. | flexural strength test |
| E. | none of these. |
| Answer» D. flexural strength test | |
| 2987. |
The nearest star is so far away from the earth that the directions to it from two diametrically opposite points on the earth differs less than |
| A. | 0.01 second |
| B. | 0.001 second |
| C. | 0.0001 second |
| D. | none of these. |
| Answer» D. none of these. | |
| 2988. |
Spring tides are caused when |
| A. | sun and moon are in line with earth |
| B. | solar tidal force acts opposite to lunar tidal force |
| C. | solar tidal force and lunar tidal force both coincide |
| D. | none of these. |
| Answer» D. none of these. | |
| 2989. |
and are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being S and f respectively. Parallax displacement of the point due to relief, is |
| A. | <img src="/_files/images/civil-engineering/advanced-surveying/90-4.120-1.png"> |
| B. | <img src="/_files/images/civil-engineering/advanced-surveying/90-4.120-2.png"> |
| C. | <img src="/_files/images/civil-engineering/advanced-surveying/90-4.120-3.png"> |
| D. | <img src="/_files/images/civil-engineering/advanced-surveying/90-4.120-4.png"> |
| E. | . |
| Answer» D. <img src="/_files/images/civil-engineering/advanced-surveying/90-4.120-4.png"> | |
| 2990. |
The point where a vertical line through the optical centre of the camera lens intersects the ground, is known as |
| A. | ground principal point |
| B. | ground plumb point |
| C. | iso-centre |
| D. | perspective centre. |
| Answer» C. iso-centre | |
| 2991. |
Longitude of a place is the angular distance between the meridian of the place and |
| A. | the standard meridian |
| B. | the international date line |
| C. | that of Greenwich |
| D. | both (a) and (c) of above. |
| Answer» E. | |
| 2992. |
At eastern elongation, the pole star moves |
| A. | eastward |
| B. | westward |
| C. | northward |
| D. | southward. |
| Answer» D. southward. | |
| 2993. |
Circumpolar stars |
| A. | rotate round the north pole |
| B. | rotate round the celestial pole |
| C. | remain always above the horizon |
| D. | are seldom seen near the pole star |
| E. | none of these. |
| Answer» D. are seldom seen near the pole star | |
| 2994. |
Water is useful for |
| A. | running hydroelectric turbines |
| B. | floating the boats and ships |
| C. | providing steam for running locomotives |
| D. | warming dwelling units |
| E. | all the above. |
| Answer» F. | |
| 2995. |
Knowledge of hydrology is necessary for civil engineers for |
| A. | designing and construction of irrigation structures |
| B. | designing and construction of bridges and culverts |
| C. | flood control works |
| D. | all the above. |
| Answer» E. | |
| 2996. |
If the grain size of soil increases |
| A. | surface area decreases |
| B. | specific retention decreases |
| C. | specific yield increases |
| D. | water supply in well increases |
| E. | all the above. |
| Answer» F. | |
| 2997. |
Run off includes |
| A. | precipitation over catchment area of the stream and its attributaries |
| B. | surface run off |
| C. | ground water flow |
| D. | all the above. |
| Answer» E. | |
| 2998. |
A unit hydrograph is a hydrograph of a rain storm of a specified duration resulting from a run-off of |
| A. | 15 mm |
| B. | 20 mm |
| C. | 25 mm |
| D. | 30 mm. |
| Answer» C. 25 mm | |
| 2999. |
Pettis formula Q = C (P.B)5/4 cumecs, is based upon |
| A. | rainfall and drainage area |
| B. | run off and drainage area |
| C. | drainage area and its shape |
| D. | drainage area. |
| Answer» B. run off and drainage area | |
| 3000. |
The equation which is used for determining the velocity of ground water flow in metres per day is known as |
| A. | Meinzer's formula |
| B. | Slichter's formula |
| C. | Darcy's formula |
| D. | Hazen formula. |
| Answer» E. | |