A highway embankment is shown in the figure below. If the unit weight of the soil in the embankment is y = 17.5 kN/m², Compute the vertical stress increase (Aoz) under the embankment at points A1 and A2. 5m- 14 m- 14 m - 7= 17.5 kN/m H=7 m 16.5 m +5 m 5 m 11.5 m 5 m A2 A1

A highway embankment is shown in the figure below. If the unit weight of the soil in the embankment is y = 17.5 kN/m², Compute the vertical stress increase (Aoz) under the embankment at points A1 and A2. 5m- 14 m- 14 m - 7= 17.5 kN/m H=7 m 16.5 m +5 m 5 m 11.5 m 5 m A2 A1

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

A highway embankment is shown in the figure below. If the unit weight of the soil in the embankment is y
= 17.5 kN/m², Compute the vertical stress increase (Aoz) under the embankment at points A1 and A2.
5m-
14 m-
14 m -
7= 17.5 kN/m
H=7 m
16.5 m
+5 m
5 m
11.5 m
5 m
A2
A1

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