EXAMPLE1. Plot the variation of total and effective vertical stresses, and pore water • Examples pressure with depth for the soil profile shown below in Fig.
EXAMPLE1. Plot the variation of total and effective vertical stresses, and pore water • Examples pressure with depth for the soil profile shown below in Fig.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![EXAMPLE1. Plot the variation of total and effective vertical stresses, and pore water
• Examples
pressure with depth for the soil profile shown below in Fig.
Stress or Pressure (kPa)
50
100
150
200
250
300
GL
Total stress
Gravely sand
Yam = 18.5 kN/m': Ym = 17.8 kN/m'
4 m
+Pore water pressure
B
4.
2 m
Effective stress
Sand
Ysar = 19.5 kN/m
4 m
Sandy gravel
Yar = 19.0 kN/m
12
5 m
16
Asst. Prof. Khalid R. Mahmood (PhD.)
(u) yıdəa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb51dbe5b-e1ba-4d7c-9e96-6f967d5dd7b6%2Ffe945279-9553-4bf8-aeb3-1f8ae30a7c44%2Fe1zbezkd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:EXAMPLE1. Plot the variation of total and effective vertical stresses, and pore water
• Examples
pressure with depth for the soil profile shown below in Fig.
Stress or Pressure (kPa)
50
100
150
200
250
300
GL
Total stress
Gravely sand
Yam = 18.5 kN/m': Ym = 17.8 kN/m'
4 m
+Pore water pressure
B
4.
2 m
Effective stress
Sand
Ysar = 19.5 kN/m
4 m
Sandy gravel
Yar = 19.0 kN/m
12
5 m
16
Asst. Prof. Khalid R. Mahmood (PhD.)
(u) yıdəa
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