(a) Dry unit weight of borrow pit material. (b) Volume of the finished embankment. (c) Volume of borrow pit soil required.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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