| 1. | the art of driving piles into the ground was first established by______. |
| A. | Greeks |
| B. | Romans |
| C. | Philippians |
| D. | None of the mentioned |
| Answer» B. Romans | |
| 2. | based on the function, piles can be classified into ______ types. |
| A. | 4 |
| B. | 6 |
| C. | 8 |
| D. | 3 |
| Answer» C. 8 | |
| 3. | which of the following piles is used to compact loose granular soil? |
| A. | Friction piles |
| B. | End bearing piles |
| C. | Compaction Piles |
| D. | Tension Piles |
| Answer» C. Compaction Piles | |
| 4. | sheet piles are commonly used as ________ in hydraulic structure. |
| A. | Bulk heads |
| B. | Bearing Stratum |
| C. | Boulders |
| D. | Composite piles |
| Answer» A. Bulk heads | |
| 5. | the piles that are used for protecting structures from ships and floating object is _______. |
| A. | Anchor piles |
| B. | Fender piles |
| C. | Compaction Piles |
| D. | Batter Piles |
| Answer» B. Fender piles | |
| 6. | Modern pile driving method was first invented by ________. |
| A. | Romans |
| B. | Nasmyth |
| C. | Terzaghi |
| D. | Vitruvious |
| Answer» B. Nasmyth | |
| 7. | the precast concrete piles are generally used for a maximum design load of about _______. |
| A. | 50 tonnes |
| B. | 100 tonnes |
| C. | 75 tonnes |
| D. | 80 tonnes |
| Answer» D. 80 tonnes | |
| 8. | cast in situ piles may be classified in to_______. |
| A. | Three |
| B. | Eight |
| C. | Two |
| D. | Four |
| Answer» C. Two | |
| 9. | which of the following piles is a cast in situ type of concrete pile? |
| A. | Under reamed pile |
| B. | Raymond standard pile |
| C. | Pressure pile |
| D. | Anchor pile |
| Answer» B. Raymond standard pile | |
| 10. | composite piles are suitable for ______. |
| A. | Maximum design load |
| B. | Project above the water table |
| C. | Compacting the soil |
| D. | Protect water front structures |
| Answer» B. Project above the water table | |
| 11. | piles are commonly driven in to the ground by means of special device called _______. |
| A. | Pile driver and hammer |
| B. | Driller |
| C. | None of the mentioned |
| D. | All of the mentioned |
| Answer» A. Pile driver and hammer | |
| 12. | the types of hammer used for driving piles are _______. |
| A. | Drop hammer |
| B. | Diesel hammer |
| C. | Vibratory hammer |
| D. | All of mentioned |
| Answer» D. All of mentioned | |
| 13. | if a hammer is raised by stem and allowed to fall by gravity on top of the pile, it is called as ______. |
| A. | Diesel hammer |
| B. | Vibratory hammer |
| C. | Single acting hammer |
| D. | Drop hammer |
| Answer» C. Single acting hammer | |
| 14. | single acting hammers provide an advantage in _______ type of soil. |
| A. | Compact soil and hard soil |
| B. | Light weight soil |
| C. | None of the mentioned |
| D. | All of the mentioned |
| Answer» A. Compact soil and hard soil | |
| 15. | a ______ is defined as a temporary structure which is constructed so as to remove water and/or soil from an area and make it possible to carry on the construction work under reasonably dry conditions. |
| A. | Cofferdam |
| B. | Foundation |
| C. | Caisson |
| D. | Spillway |
| Answer» A. Cofferdam | |
| 16. | a ______ is an embankment of some material. |
| A. | Wall |
| B. | Intrusion |
| C. | Dike |
| D. | Rock-fill |
| Answer» C. Dike | |
| 17. | _______ is the simplest form of cofferdam. |
| A. | Single wall cofferdam |
| B. | Earth fill cofferdam |
| C. | Cellular cofferdam |
| D. | Rock fill Cofferdam |
| Answer» B. Earth fill cofferdam | |
| 18. | ______ type of cofferdam is economical at places where rock is available in plenty. |
| A. | Earth dikes |
| B. | Sand bag Dikes |
| C. | Rock fill cofferdam |
| D. | Single wall cofferdam |
| Answer» C. Rock fill cofferdam | |
| 19. | in _____ type of cofferdam consists of a mixture of sand and clay which is filled in a bag and placed instead of earth or rock to form a cofferdam. |
| A. | Cellular cofferdam |
| B. | Earth dikes |
| C. | Rock dikes |
| D. | Sand bag dikes |
| Answer» D. Sand bag dikes | |
| 20. | ______ it suitable when available working space is limited and the area to be enclosed is small. |
| A. | Single wall cofferdam |
| B. | Double wall cofferdam |
| C. | Dikes |
| D. | Concrete cofferdam |
| Answer» A. Single wall cofferdam | |
| 21. | when the area to be enclosed is large, it becomes essential to provide the ______ construction so as to give stability to the cofferdam. |
| A. | Single wall cofferdam |
| B. | Cellular cofferdam |
| C. | Double wall cofferdam |
| D. | Suspended cofferdam |
| Answer» C. Double wall cofferdam | |
| 22. | _______ is useful when depth of water is about 6 meters to 10 meters. |
| A. | Wood or steel sheeting cofferdam |
| B. | Ohio river type cofferdam |
| C. | Rock filled crib cofferdam |
| D. | Suspended cofferdam |
| Answer» A. Wood or steel sheeting cofferdam | |
| 23. | the ______ is made of steel sheet piles and this type of cofferdam is proved successful in unwatering large areas. |
| A. | Suspended cofferdam |
| B. | Cellular cofferdam |
| C. | Dikes |
| D. | Concrete cofferdam |
| Answer» B. Cellular cofferdam | |
| 24. | a ______ consist of timber cribs. |
| A. | Cellular cofferdam |
| B. | Suspended cofferdam |
| C. | Rock filled crib cofferdam |
| D. | Concrete cofferdam |
| Answer» C. Rock filled crib cofferdam | |
| 26. | ______ are the cofferdams which can be lifted, floated and placed in another position as soon as its purpose is served. |
| A. | Suspended cofferdam |
| B. | Double wall cofferdam |
| C. | Dike cofferdam |
| D. | Single wall cofferdam |
| Answer» A. Suspended cofferdam | |
| 27. | a _____ is define as a structure which is sunk through ground or water to exclude water and semi fluid material during the process of excavation of foundations. |
| A. | Cofferdam |
| B. | Caisson |
| C. | Well |
| D. | Pit |
| Answer» B. Caisson | |
| 28. | the ______ is suitable for caissons of open well type. |
| A. | Steel |
| B. | Timber |
| C. | Reinforced cement concrete |
| D. | Cast-iron |
| Answer» D. Cast-iron | |
| 29. | the ______ is suitable for caisson shoes. |
| A. | Reinforced cement concrete |
| B. | Cast iron |
| C. | Timber |
| D. | Steel |
| Answer» A. Reinforced cement concrete | |
| 30. | the ______ is found to be the most suitable material for the construction of caisson. |
| A. | Timber |
| B. | Cast iron |
| C. | Steel |
| D. | RCC |
| Answer» C. Steel | |
| 31. | the ______ was used as a material for the construction of caisson in the early stages of development of caisson. |
| A. | Steel |
| B. | Timber |
| C. | Cast iron |
| D. | RCC |
| Answer» B. Timber | |
| 32. | a _____ caisson is open at top and closed at bottom. |
| A. | Wells |
| B. | Pneumatic caissons |
| C. | Cylinders |
| D. | Box caissons |
| Answer» D. Box caissons | |
| 33. | a ______ is a caisson which is open at top as well as at bottom. |
| A. | Well |
| B. | Box caisson |
| C. | Pneumatic caissons |
| D. | Cofferdam |
| Answer» A. Well | |
| 34. | a _____ are open at bottom and closed at top. |
| A. | Cylinders |
| B. | Wells |
| C. | Box caissons |
| D. | Pneumatic caissons |
| Answer» D. Pneumatic caissons | |
| 35. | which the given method is used for dewatering of the foundation trenches. |
| A. | Deep boring |
| B. | Geophysical method |
| C. | Well point system |
| D. | Analytical method |
| Answer» C. Well point system | |
| 36. | in case of releasing artesian pressure, which precaution should be taken when the system of well points is adopted. |
| A. | Pumping rate |
| B. | Air locks |
| C. | Duplication of pumps |
| D. | Blowing action |
| Answer» D. Blowing action | |
| 37. | the organic chemicals include epoxy resin, polyester resin and other resins are used in which method of dewatering of the foundation trenches. |
| A. | Well point system |
| B. | Cement grouting |
| C. | Chemical grouting |
| D. | Electro osmosis process |
| Answer» C. Chemical grouting | |
| 38. | from given below, which method for the dewatering of foundation trenches is portable and can be easily moved when required. |
| A. | Pumping |
| B. | Well point system |
| C. | Freezing process |
| D. | Electro osmosis process |
| Answer» A. Pumping | |
| 39. | in which method a refrigeration plan of required capacity is need to be installed near the site of work. |
| A. | Pumping |
| B. | Well point system |
| C. | Freezing process |
| D. | Electro osmosis process |
| Answer» C. Freezing process | |
| 40. | ______ process consists of making a number of holes in the ground and then filling these holes by the cement grout under pressure. |
| A. | Chemical grouting |
| B. | Cement grouting |
| C. | Freezing process |
| D. | Electro osmosis process |
| Answer» B. Cement grouting | |
| 41. | the formwork from the sides of beams can be removed only after |
| A. | 1 day |
| B. | 4 days |
| C. | 7 days |
| D. | 14 days |
| Answer» A. 1 day | |
| 42. | the form work from the underside of slabs, can be removed only after |
| A. | 1 day |
| B. | 4 days |
| C. | 7 days |
| D. | 14 days |
| Answer» C. 7 days | |
| 43. | the arrangement of supporting an existing structure by providing supports underneath, is known as |
| A. | Shoring |
| B. | Underpinning |
| C. | Jacking |
| D. | Piling |
| Answer» B. Underpinning | |
| 44. | a temporary rigid structure having platforms to enable masons to work at different stages of a building, is known as |
| A. | Scaffolding |
| B. | Dead shore |
| C. | Raking shore |
| D. | Underpinning |
| Answer» A. Scaffolding | |
| 45. | pyramid is a type of ______ structure. |
| A. | Triangulated |
| B. | Massive |
| C. | Pneumatic |
| D. | Framed |
| Answer» B. Massive | |
| 46. | Pneumatic structure contains: |
| A. | Metal |
| B. | Water |
| C. | Wood |
| D. | Compressed air |
| Answer» D. Compressed air | |
| 47. | _______ is a self-propelled machine which is used mainly to exert a powerful tractive force for pulling other machines. |
| A. | Tractor |
| B. | Bulldozer |
| C. | Angle dozer |
| D. | Scraper |
| Answer» A. Tractor | |
| 48. | a ______ is a very useful equipment and it can be used for construction work like to clear the site of work, to make the land level, etc. |
| A. | Scraper |
| B. | Grader |
| C. | Excavator |
| D. | Bulldozer |
| Answer» D. Bulldozer | |
| 49. | the size of the bulldozer is indicated by the dimension of its ______ |
| A. | Site |
| B. | Tyre |
| C. | Engine |
| D. | Blades |
| Answer» D. Blades | |
| 51. | a ______ is used to level the ground and spreads the loose material. |
| A. | Excavator |
| B. | Scraper |
| C. | Grader |
| D. | Tractor |
| Answer» C. Grader | |
| 52. | a grader which is told by a tractor is known as _________. |
| A. | Tractor grader |
| B. | Motor grader |
| C. | Scraper |
| D. | Elevating grader |
| Answer» D. Elevating grader | |
| 53. | _______ consists of a large bucket which is attached to a tractor. |
| A. | Bulldozer |
| B. | Scraper |
| C. | Grader |
| D. | Escalator |
| Answer» B. Scraper | |
| 54. | ______ are usually mounted on two or four pneumatic tyred wheels. |
| A. | Scraper |
| B. | Backactor |
| C. | Elevator |
| D. | Escalator |
| Answer» A. Scraper | |
| 55. | a ______ is an oldest type of machine which removes earth. |
| A. | Escalator |
| B. | Excavator |
| C. | Elevator |
| D. | Bulldozer |
| Answer» B. Excavator | |
| 56. | ______ type of excavator used for digging the foundation trenches below operating level. |
| A. | Clamshell |
| B. | Backactor |
| C. | Power shovel |
| D. | Skimmer |
| Answer» B. Backactor | |
| 57. | ______ type of excavator is used for digging below, at or above operating level in a vertical range. |
| A. | Skimmer |
| B. | Dragline |
| C. | Clamshell |
| D. | Back trench |
| Answer» C. Clamshell | |
| 58. | _______ type of excavator carries shovel at its lower end. |
| A. | Power shovel |
| B. | Dragline |
| C. | Clamshell |
| D. | Backactor |
| Answer» A. Power shovel | |
| 59. | ______ type of excavator is used for digging at or below the operating level. |
| A. | Skimmer |
| B. | Dragline |
| C. | Power shovel |
| D. | Dredger |
| Answer» B. Dragline | |
| 60. | ______ type of excavator carries the skimmer at its lower end. |
| A. | Skimmer |
| B. | Dredger |
| C. | Escalator |
| D. | Elevator |
| Answer» A. Skimmer | |
| 61. | a _____ roller is a multi-purpose roller which is used for various purposes and for practically all type of roads. |
| A. | Smooth wheeled |
| B. | Pneumatic |
| C. | Rubber tyred |
| D. | Dead weight |
| Answer» A. Smooth wheeled | |
| 62. | effective compaction is not achieved by ________. |
| A. | Rubber tyred |
| B. | Sheep’s foot |
| C. | Pneumatic |
| D. | Smooth wheeled |
| Answer» D. Smooth wheeled | |
| 63. | ______ consists of a vibrating unit mounted on a screed, plate or roller. |
| A. | Earth rammer |
| B. | Pounding |
| C. | Vibrating rollers |
| D. | Vibratory compactors |
| Answer» D. Vibratory compactors | |
| 64. | the ______ compact soil close to the earth surface only. |
| A. | Earth rammers |
| B. | Vibrating rollers |
| C. | Ditcher |
| D. | Skimmer |
| Answer» A. Earth rammers | |
| 65. | ______ are the most commonly used equipment for transportation. |
| A. | Dump tracks |
| B. | Rollers |
| C. | Trucks |
| D. | Bulldozers |
| Answer» C. Trucks | |
| 66. | the trucks with automatic unloading device are called ______. |
| A. | Dumpers |
| B. | Trailers |
| C. | Conveyor |
| D. | Dump tracks |
| Answer» D. Dump tracks | |
| 67. | ______ are very useful for horizontal transportation of materials like bricks, aggregates, scaffoldings, etc. |
| A. | Elevators |
| B. | Escalators |
| C. | Dumpers |
| D. | Conveyors |
| Answer» C. Dumpers | |
| 68. | ______ are extra wagons attached to the tractors or trucks. |
| A. | Elevators |
| B. | Conveyors |
| C. | Trailers |
| D. | Dumper |
| Answer» C. Trailers | |
| 69. | ______ are used for vertical transportation of aggregate and wet concrete on large project sites. |
| A. | Elevators |
| B. | Trucks |
| C. | Conveyors |
| D. | Escalators |
| Answer» A. Elevators | |
| 70. | in order to raise and shift heavy loads from one place to another, they ______ are employed in the construction of big works. |
| A. | Elevators |
| B. | Conveyors |
| C. | Cranes |
| D. | Trucks |
| Answer» C. Cranes | |
| 71. | ______ crane is used for open sites and it possesses a very long reach. |
| A. | Goliath |
| B. | Derrick |
| C. | Swing jib |
| D. | Cable |
| Answer» B. Derrick | |
| 72. | in ______ type of crane, heavy temporary staging or platform is prepared for the working of the crane. |
| A. | Cableways |
| B. | Swing jib |
| C. | Goliath |
| D. | Platform |
| Answer» C. Goliath | |
| 73. | ______ are cranes of swing jib type and are mounted on high steel towers. |
| A. | Cableways |
| B. | Swing jib |
| C. | Tower |
| D. | Goliath |
| Answer» C. Tower | |
| 74. | the removal of earth for highway formation is ______. |
| A. | Embankment |
| B. | Sub grade |
| C. | Excavation |
| D. | Filling |
| Answer» C. Excavation | |
| 76. | what is the equipment used for short haul distance of 100 m? |
| A. | Bulldozer |
| B. | Scrapper |
| C. | Power shovel |
| D. | Hoe |
| Answer» A. Bulldozer | |
| 77. | the blade angle of bulldozer is usually ______. |
| A. | 60 |
| B. | 90 |
| C. | 15 |
| D. | 45 |
| Answer» B. 90 | |
| 78. | the precise control of excavation is possible by _______. |
| A. | Scrapper |
| B. | Hoe |
| C. | Shovel |
| D. | Bulldozer |
| Answer» A. Scrapper | |
| 79. | the boom is supported by _______. |
| A. | Cab |
| B. | Dipper stick |
| C. | Hoist line |
| D. | Crawler |
| Answer» C. Hoist line | |
| 80. | dragline cannot excavate _______. |
| A. | Soft rock |
| B. | Black cotton soil |
| C. | Clay |
| D. | Stiff material |
| Answer» D. Stiff material | |
| 81. | the stiff materials can be excavated by ______. |
| A. | Dragline |
| B. | Hoe |
| C. | Power shovel |
| D. | Scrapper |
| Answer» B. Hoe | |
| 82. | the equipment having a bucket is? |
| A. | Shovel |
| B. | Clam shell |
| C. | Dragline |
| D. | Hoe |
| Answer» B. Clam shell | |
| 83. | the compaction of sand is done by ______. |
| A. | Rollers |
| B. | Animals |
| C. | Vibrator |
| D. | Jetting |
| Answer» D. Jetting | |
| 84. | the term _____ is used to indicate the process of allocating a prepaid expense to accounting periods during which there are benefits realized from the depreciable equipment. |
| A. | Cost depreciation |
| B. | Investment charges |
| C. | Maintenance and repair |
| D. | Operating cost |
| Answer» A. Cost depreciation | |
| 85. | in ______ method, it is assumed that a property loses its value by the same amount every year. |
| A. | Sinking fund |
| B. | Operating cost |
| C. | Constant percentage |
| D. | Straight line method |
| Answer» D. Straight line method | |
| 86. | in ______ method, the depreciation of properties assumed to be equal to the annual sinking fund plus the interest on the fund for that year. |
| A. | Sinking fund |
| B. | Annual fund |
| C. | Constant percentage |
| D. | Straight line |
| Answer» A. Sinking fund | |
| 87. | in _______, the owner has to invest a certain amount for the purchase of an equipment. |
| A. | Cost depreciation |
| B. | Investment charges |
| C. | Operation cost |
| D. | Management |
| Answer» B. Investment charges | |
| 88. | the term _____ is used to indicate the period during which the equipment is not in ideal condition. |
| A. | Depreciation |
| B. | Downtime |
| C. | Inadequacy |
| D. | Normal deterioration |
| Answer» B. Downtime | |
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