An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m Δα = -14 m- = 1/[(³₁ +₂³²) (@2) - B/₂2 (₂)] →→→5 m 11.5 m- H=7m -14 m- 17 kN/m² 16.5 m-

An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m Δα = -14 m- = 1/[(³₁ +₂³²) (@2) - B/₂2 (₂)] →→→5 m 11.5 m- H=7m -14 m- 17 kN/m² 16.5 m-

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Solve the problem using the given formula

An embankment is shown in the figure. Determine
the stress increase (in kPa) under the
embankment at points A₁ at a depth of 8m and A₂
at a depth 4m.
5 m
=
14 m
-11.5 m-
B₂
4-1(+3)()-(G
B
(α₂
B₂
5 m
H 7 m
-14 m-
y=17 kN/m²
16.5 m

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