Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h = 2m cut at center line, s left = 5, and s right = - 3 St. 2) h = 0.6m fill at center line, s left = 9, and s right=7 St. 3) h = 0 at center line, s left = -6, and s right= - 10. (bo= 10 m, n = 1 in cut, and n = 2 in fill) for all sections.

Principles of Geotechnical Engineering (MindTap Course List)
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Author:Braja M. Das, Khaled Sobhan
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Chapter9: In Situ Stresses
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Q3). Calculate the cross section area of cut and fill for the followings:
St. 1) h= 2m cut at center line, s left = 5, and s right = - 3
St. 2) h = 0.6m fill at center line, s left = 9, and s right=7
St. 3) h=0 at center line, s left =-6, and s right - 10.
(bo= 10 m, n = 1 in cut, and n = 2 in fill) for all sections.
Transcribed Image Text:Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h= 2m cut at center line, s left = 5, and s right = - 3 St. 2) h = 0.6m fill at center line, s left = 9, and s right=7 St. 3) h=0 at center line, s left =-6, and s right - 10. (bo= 10 m, n = 1 in cut, and n = 2 in fill) for all sections.
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