Q.4 Workout the quantity of earthwork by using mean area method required for an embankment 350ft long and 24ft wide at the top. Side slope is 2:1 and depth at each 50ft interval are 2.95, 4.20, 4.05, 3.35, 2.60, 4.15, 4.91 and 5.55 + (4.25% of 67 in all depths) ft.
Q.4 Workout the quantity of earthwork by using mean area method required for an embankment 350ft long and 24ft wide at the top. Side slope is 2:1 and depth at each 50ft interval are 2.95, 4.20, 4.05, 3.35, 2.60, 4.15, 4.91 and 5.55 + (4.25% of 67 in all depths) ft.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.10P
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![Q.4 Workout the quantity of earthwork by using mean area method
required for an embankment 350ft long and 24ft wide at the top. Side
slope is 2:1 and depth at each 50ft interval are 2.95, 4.20, 4.05, 3.35,
2.60, 4.15, 4.91 and 5.55 + (4.25% of 67 in all depths) ft.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff0185282-982d-485f-b125-73d17bedbcba%2F3bbfae08-14e8-4577-9c33-6d2159aec130%2Fj04q5ht_processed.png&w=3840&q=75)
Transcribed Image Text:Q.4 Workout the quantity of earthwork by using mean area method
required for an embankment 350ft long and 24ft wide at the top. Side
slope is 2:1 and depth at each 50ft interval are 2.95, 4.20, 4.05, 3.35,
2.60, 4.15, 4.91 and 5.55 + (4.25% of 67 in all depths) ft.
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