3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Ysat 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m
3. For the soil system presented below, calculate and draw diagrams of distributions of the total and effective stresses and pore water pressure. SAND e=0.45 CLAY Y 19.0 kN/m3 w=8% Ysat 18.4 kN/m3 w = 18% S = 40% SILTY CLAY e=0.8 7= 16.2 kN/m² 6 m 3 m 2 m 5 m
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.17CTP
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![3. For the soil system presented below, calculate and draw diagrams of distributions of the
total and effective stresses and pore water pressure.
SAND e=0.45
CLAY
Y 19.0 kN/m3
w=8%
Y sat = 18.4 kN/m3
w = 18%
S = 40%
SILTY CLAY e=0.8
7= 16.2 kN/m²
6 m
3 m
2 m
5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F42a79bb7-cf1a-4915-b9b6-4376cf16e012%2F9b743a1a-4349-4cbc-9563-fabf0600f50a%2F5upb5l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. For the soil system presented below, calculate and draw diagrams of distributions of the
total and effective stresses and pore water pressure.
SAND e=0.45
CLAY
Y 19.0 kN/m3
w=8%
Y sat = 18.4 kN/m3
w = 18%
S = 40%
SILTY CLAY e=0.8
7= 16.2 kN/m²
6 m
3 m
2 m
5 m
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![123\1
168,0
204, B
307,6
(и)
19.6
68,2
G'
123N
|168.0
185.2
239,0](https://content.bartleby.com/qna-images/question/42a79bb7-cf1a-4915-b9b6-4376cf16e012/53cd2aa3-206b-4e1a-b685-1281be73a630/fpukqkg_thumbnail.jpeg)
Transcribed Image Text:123\1
168,0
204, B
307,6
(и)
19.6
68,2
G'
123N
|168.0
185.2
239,0
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