(a) Dry unit weight of borrow pit material. (b) Volume of the finished embankment. (c) Volume of borrow pit soil required.
(a) Dry unit weight of borrow pit material. (b) Volume of the finished embankment. (c) Volume of borrow pit soil required.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An embankment for a highway 30 m wide and 1.5 m in compacted thickness is to be constructed from sandy soil trucked from a borrow pit. The water content of the sandy soil in a borrow pit is 15% and its void ratio is 0.69. The swell index is 1.2. The specification requires the embankment to be compacted to a dry unit weight of 18kN/m^3. Determine, for a 1-km length of embankment, the ff;
(a) Dry unit weight of borrow pit material.
(b) Volume of the finished embankment.
(c) Volume of borrow pit soil required.
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