A proposed embankment fill requires 3500 m' of compacted soil. The void ratio of the compacted fill is specified as 0.65. Four borrow pits are available, as described in the following table, which lists the respective void ratios of the soil and the cost per cubic meter for moving the soil to the proposed construction site. Make the necessary calculations to select the
Introduction-
The roadway, railway track, or canal is often elevated onto an embankment consisting of compaction (generally clay as well as rock-based) to prevent a variation in level necessitated by the topography, with the options being an unpleasant change in level or a diversion to follow a contour. When the land is initially higher than necessary, a cutting is utilised for the same reason.
Embankments are frequently built with material taken from a cutting. To offer enough stability to the formations and a long-term level covering with stability, embankments must be built with non-aerated & water resistant, compacted (or fully non-porous) material. The desert mixture is an illustration of a material for road construction purposes that is frequently used as a protective coating to safeguard underground utility wires and pipes.
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