Define Pile. State various necessity of pile foundation.
[3 marks]Differentiate between Caisson and Coffer dam.
[4 marks]Classify the piles based on materials and composition. Explain precast concrete piles with its procedure, advantages and disadvantages.
[7 marks]Define coffer dam. State the necessity of coffer dams.
[3 marks]Write short note on Monoliths.
[4 marks]Explain under reamed piles with the help of neat sketch and its construction procedure.
[7 marks]Explain pneumatic caisson with the help of neat sketch, construction procedure, advantages and disadvantages.
[7 marks]Define form work. Discuss the requirements of good formwork.
[3 marks]Prepare the list of various methods of controlling ground water during construction and suggest their suitability for different soil conditions in tabular form.
[4 marks]Demonstrate the formwork for R.C.C. beam and slab floor with neat sketch showing all components.
[7 marks]Explain cement grouting to control ground water in excavations.
[3 marks]State the various uses and advantages of diaphragm walls.
[4 marks]Explain safety measures to be taken before and during demolition of structures.
[7 marks]Discuss the significance of construction machineries.
[3 marks]Describe the factors affecting selection of construction equipments.
[4 marks]Determine the probable cost of owning and operating at 3m3 capacity, diesel engine power shovel given the following details: Engine = 160 HP Crank case capacity = 30 litres Useful life = 6 years Time between oil change = 120 hours Shipping weight = 104 tonnes Factory price of equipment = ₹ 7,00,000 Operating factor = 0.6 Freight charge = ₹ 30/tone Unloading and assemble charge = ₹ 700 Hours used/year = 5500 hours OR1
[7 marks]Define: Depreciation cost, Downtime cost, Operating cost
[3 marks]Differentiate between standard equipment and special equipment.
[4 marks]Compare crawler mounted dozer and wheel mounted dozer.
[7 marks]Estimate the number of dumper required for transportation of 1500 cum of material per day for average lead of 4 km. Following data may be used of the estimation. Theoretical capacity of dumper = 18 cum Actual capacity of dumper = 15 cum Cycle time = 30 minute
[3 marks]Discuss the advantages and disadvantages of trucks.
[4 marks]Enlist the excavating equipments used in construction. Explain dragline with the help of neat sketch, applications, advantages and disadvantages.
[7 marks]List various hoisting equipments. Explain tower crane.
[3 marks]Explain various explosives used for blasting.
[4 marks]Explain centrifugal pump with neat sketch.
[7 marks]