Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figurebelow. If the unit weight of compacted soil is 19 kN/m³, calculate the vertical stressdue to the embankment loading at (A), (B), and (C) points.6m4.5m+1.5m i1.5m +1:1 slope3m1:1 slopeY soil = 19 kN/m33mВ

Solution: Considering the Diagram 1. Vertical Stress at A: By considering the FigureσzA=σz1+σz2Left…

Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure below. If the unit weight of compacted soil is 19 kN/m°, calculate the vertical stress due to the embankment loading at (A), (B), and (C) points. 6m 4.5m 1.5m i1.5m 1:1 slope 1:1 slope 3m Y soil =19 kN/m³ 3m

Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure below. If the unit weight of compacted soil is 19 kN/m°, calculate the vertical stress due to the embankment loading at (A), (B), and (C) points. 6m 4.5m 1.5m i1.5m 1:1 slope 1:1 slope 3m Y soil =19 kN/m³ 3m

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.24P

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Question

Problem (4.9): An embankment of (3m) high is to be constructed as shown in the figure
below. If the unit weight of compacted soil is 19 kN/m³, calculate the vertical stress
due to the embankment loading at (A), (B), and (C) points.
6m
4.5m
+1.5m i1.5m +
1:1 slope
3m
1:1 slope
Y soil = 19 kN/m3
3m
В

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