Earth is required to be excavated from borrow pits for building an embankment. The wet unit weight of undisturbed soil is 18 kN/m³ and its water content is 8%. In order to build a 4 m high embankment with top width 2 m and side slopes 1:1, estimate the quantity of earth required to be excavated per meter length of embankment. The dry unit weight required in the embankment is 15 kN/m³ with a moisture content of 10%. Assume the specific gravity of solids as 2.67. Also determine the void ratios and the degree of saturation of the soil in both the undisturbed and remolded states. 2 m 4 m

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.2P
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Phase Relationships Example (Murthy 3.2)
Earth is required to be excavated from borrow pits for building an embankment. The wet unit weight
of undisturbed soil is 18 kN/m³ and its water content is 8%. In order to build a 4 m high embankment
with top width 2 m and side slopes 1:1, estimate the quantity of earth required to be excavated per
meter length of embankment. The dry unit weight required in the embankment is 15 kN/m³ with a
moisture content of 10%. Assume the specific gravity of solids as 2.67. Also determine the void
ratios and the degree of saturation of the soil in both the undisturbed and remolded states.
|2m
4 m
Transcribed Image Text:Phase Relationships Example (Murthy 3.2) Earth is required to be excavated from borrow pits for building an embankment. The wet unit weight of undisturbed soil is 18 kN/m³ and its water content is 8%. In order to build a 4 m high embankment with top width 2 m and side slopes 1:1, estimate the quantity of earth required to be excavated per meter length of embankment. The dry unit weight required in the embankment is 15 kN/m³ with a moisture content of 10%. Assume the specific gravity of solids as 2.67. Also determine the void ratios and the degree of saturation of the soil in both the undisturbed and remolded states. |2m 4 m
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