The following is a sketch of the proposed embankment, calculate the addition of vertical stress(Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soilstockpile = 20 kN / m3. Q01 0.02 0.040.06 0.10 0.2 0.4 0.5 100.502 3456 810D0.600450.460 400400.360.350.00.300.40.260.250.200.2023456 10.0Q.150.150.10unt loed ofembenk ment0.060.060.01 0.02 0.04 0.08 0.1t0.4 0.8 1.0Value of atNIEN EN 12 m18 me10 m6 m4 im5 m15 mB%3D

Answered: Image /qna-images/answer/4c05ae7f-16cb-46ff-b56a-71c13a2099f4.jpg

The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN / m3.

The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN / m3.

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

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

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Q01 0.02 0.040.06 0.10 0.2 0.4 0.5 10
0.50
2 3456 810D
0.60
045
0.46
0 40
040
0.36
0.35
0.0
0.30
0.4
0.26
0.25
0.20
0.20
23456 10.0
Q.15
0.15
0.10
unt loed of
embenk ment
0.06
0.06
0.01 0.02 0.04 0.08 0.1t
0.4 0.8 1.0
Value of at
NIEN EN

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