Problem Description A 20 m wide, 2km long, and Im thickness embankment should be constructed for...
A proposed embankment fill requires 5000 m3 of compacted soil. The void ratio of the compacted fill is specified as 0.75. Soil can be transported from one of the four borrow pits as shown in the table below. The void ratio, specific gravity of soil solids, and the cost per cubic meter for moving the soil to the proposed construction site are provided in the table. a. Determine the volume of each borrow pit soil required to meet the specification...
An embankment is to be constructed using a sandy soil from a borrow pit. In a standard compaction test on a soil (grain specific gravity of 2.7) the following results were obtained: Water content (%) Y kN/m3 6.2 16.9 8.1 18.7 9.8 19.5 11.5 20.5 12.3 20.4 13.2 20.1 The volume of the mould is 1000 cm3 Determine the maximum dry density obtainable under standard test conditions and the water content at which this occurs Discuss the techniques of quality...