An embankment will be constructed from borrowed soil. The cross section of the embankment is shown in the picture below. the soil in the embankment has to compacted to a dry unit weight of 108 lb/ft^3 at the moisture content 14.5%. The borrowed soil is transported in 10 cubic yard truck loads. The borrowed soil has a void ratio of 1 1 Given the specific aravity of soil solids Gs

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An embankment will be constructed from borrowed soil.
The cross section of the embankment is shown in the
picture below. the soil in the embankment has to
compacted to a dry unit weight of 108 lb/ft^3 at the
moisture content 14.5%. The borrowed soil is transported
in 10 cubic yard truck loads. The borrowed soil has a void
ratio of 1.1. Given the specific gravity of soil solids Gs =
2.68. the volume of the excavation needed at the borrow
site for construction of each 100 ft length of embankment
is most nearly ?
The width at the top is 25 ft and the height is 15ft.
png Truethen
each
length of
100
25
2.
Transcribed Image Text:An embankment will be constructed from borrowed soil. The cross section of the embankment is shown in the picture below. the soil in the embankment has to compacted to a dry unit weight of 108 lb/ft^3 at the moisture content 14.5%. The borrowed soil is transported in 10 cubic yard truck loads. The borrowed soil has a void ratio of 1.1. Given the specific gravity of soil solids Gs = 2.68. the volume of the excavation needed at the borrow site for construction of each 100 ft length of embankment is most nearly ? The width at the top is 25 ft and the height is 15ft. png Truethen each length of 100 25 2.
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