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Rolling - Binder:
The layer thickness is 40-50 mm. Rolling is done in three stages :
Initial Rolling
By 80-100 kN smooth wheeled roller.
Intermediate Rolling
By 80-100 kN vibratory roller or by pneumatic tyred roller.
Final Rolling
60-80 kN tandem roller.
Rolling is done till the laboratory density is achieved.
Estimation of Discharge: The estimation of discharge of a stream is necessary for determining the waterway, clearance and foundation details. Discharge is estimated from :
A bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay, 6 m thick. The water table is at a depth of 5 m below the ground level. The bulk densities
Design a Cylindrical Open Caisson to be sunk by 30 m of sand to support a load of 50 MN. The allowable bearing pressure is 1700 kN/m 2 . Test the feasibility of sinking the caisson
A clay layer 24 metres thick has a saturated unit weight of 18 kN/m 3 . Ground water level occurs at a depth of 4 metres. It is proposed to construct a reinforced concrete foundati
concrete strength
What is the safe bearing capacity of a rectangular footing, 1 m × 2 m, placed at a depth of 2 m in an saturated clay having unit weight of 20 kN/m 3 and unconfined compression str
diffrence between cumilative compensative error
Blocked process list is not maintioned in priority order why
a 45 cm deep roof beam is provided on 30 cm wall of a room size 3.0m*5.0m . calculate the quantity of steel required in beam on percentage basis.
types & exolain
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