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1. 130,000-yd3 of banked soil from a borrow pit is stockpiled before being trucked to the jobsite. The soil has 18% swell and shrinkage of 8%. The final volume of the compacted soil.
2. A 30-ft wide trapezoidal shaped earthen stream diversion channel is cut along a 2-mile stretch of rolling level terrain. The depth of the channel at station 52+25 is 8'-6" deep and at station 53+75 is 12'-6" deep. The bottom of the channel is a constant 12-ft wide and parallel with the surface cut. The volume of excavated material between the referenced stations.
A group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 1.0 m. The piles are 9 m long and are embedded in soft clay with cohesion 30 kN/m 2 . Bearing r
how can i design reinforcement for a two way slab
tracing paper method for solving three point problem?
what are port facilities
when a precast pile is single point lifting and when double point lifting- what are the moment coefficient of them?
how to calculate various quantities of materials for wet mix macadam and dense bitumen macadam
This is an optional team assignment. This grade will replace your lowest two homework grades. You may work in teams of 3-4 students. Design the lightest concrete cantilever beam
Question Why are transitional jacks designed in pipe jacking projects? Answer While development of pipe jacking stops, building up of confrontation is extremely
The Figure 1 below shows a section through a stairway for a garage in a new proposed dwelling. The stairway is 3 meters wide with 300 mm wide treads(7 treads) and 170 mm high riser
A raft of size 4 m × 4 m carries a uniform load of 200 kN/m 2 . Using the point load approximation with four equivalent point loads, measure the stress increment at a point in the
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