1. 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 / m3.2. Calculate the added vertical stress at points A and B as deep as Z = 8 m, under the rectangular load 0.01 0.02 0.040.06 0.10 0.2 0.40.5 1.00.5023456 81000.6012.0mto19.0 m0.450.46由6.0m040040074.0 m0.360.355.0 m0.6tob 0.60.30T-15.0 m0.300.40.250.250.2000.202 3 456 810.0Q.15Q.150.10unt loed ofembank ment0.060.060.01 0.02 0.04 0,06 0.102 04 0.8 1.0Value of a/t 12:45 B O M76Mekanika tanah.pdf1. The following is a sketch of the proposed embankment, calculate the addition of verticalstress (Bousinesq method / graph below) at the depths of points A and B. Assume the unitweight of the soil stockpile = 20 kN/m³.2 3456 BIOD0.800408 1012.0 m100m045H0.64.0m0400405.0 m16.0m0.300.250.25020a.15a100.00Vae efa2. Calculate the added vertical stress at points A and B as deep as Z=8 m, under the rectangularload6 mq = 85 kN/m4 mOAIm2 mB4 m

Solution:- We know that the equation obtained by Boussinesq for computing vertical stress for…

Answered: Q.01 0.02 0.04 0 06 0.10 0.2 0.50 L 04…

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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1. 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.

2. Calculate the added vertical stress at points A and B as deep as Z = 8 m, under the rectangular load

0.01 0.02 0.040.06 0.10 0.2 0.40.5 1.0
0.50
23456 8100
0.60
12.0m
to
19.0 m
0.45
0.46
由
6.0m
040
040
07
4.0 m
0.36
0.35
5.0 m
0.6
to
b 0.6
0.30
T-
15.0 m
0.30
0.4
0.25
0.25
0.20
00.20
2 3 456 810.0
Q.15
Q.15
0.10
unt loed of
embank ment
0.06
0.06
0.01 0.02 0.04 0,06 0.1
02 04 0.8 1.0
Value of a/t

12:45 B O M
76
Mekanika tanah.pdf
1. 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.
2 3456 BIOD
0.80
0408 10
12.0 m
100m
045
H0.6
4.0m
040
040
5.0 m
16.0m
0.30
0.25
0.25
020
a.15
a10
0.00
Vae efa
2. Calculate the added vertical stress at points A and B as deep as Z=8 m, under the rectangular
load
6 m
q = 85 kN/m
4 m
OA
Im
2 m
B
4 m

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