A transversal section of a long wall of uniform width is shown in the figure below. The wall is subjected to a linearly distributed surface load of maximum intensity qmax = 8,5 kN/m² . Find the maximum compressive stresses if the foundation is able to resist tension as well. Draw the distribution of stresses in the bottom surface in a suitable view.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter14: Lateral Earth Pressure: Curved Failure Surface
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Problem 14.7P
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A transversal section of a long wall of uniform width is shown in the figure below. The wall is
subjected to a linearly distributed surface load of maximum intensity qmax = 8,5 kN/m² .
Find the maximum compressive stresses if the foundation is able to resist tension as well.
Draw the distribution of stresses in the bottom surface in a suitable view.
d = 40 cm
h=3,6 m
y = 18 kN/m³
h
+ d +
qmax
Transcribed Image Text:A transversal section of a long wall of uniform width is shown in the figure below. The wall is subjected to a linearly distributed surface load of maximum intensity qmax = 8,5 kN/m² . Find the maximum compressive stresses if the foundation is able to resist tension as well. Draw the distribution of stresses in the bottom surface in a suitable view. d = 40 cm h=3,6 m y = 18 kN/m³ h + d + qmax
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