When you come back from the seminar, you are required to do an analysis on a soil work. A small house was built on a clay layer of 6 m thick. The size of house is 5 m width, 6 m long, and 3 m height. The weight of the house is 450 kN. Due to heavy rain, the ground water level increases up to ground surface. For the soil, you are given e = 0.5 and G, = 2.75. (G, + Se)yw (G, +e)Y, Y dry y =- 1+e 1+e 1+e i) Plot the variation of total stress, pore water pressure and effective stress with depth due to the weight of the house and the increase of the ground water level. (Ignore the effect of the soil capillary rise). If the ground water level is reduced few meters below the ground surface, what would be the expected total stress and effective stress ii) values.
When you come back from the seminar, you are required to do an analysis on a soil work. A small house was built on a clay layer of 6 m thick. The size of house is 5 m width, 6 m long, and 3 m height. The weight of the house is 450 kN. Due to heavy rain, the ground water level increases up to ground surface. For the soil, you are given e = 0.5 and G, = 2.75. (G, + Se)yw (G, +e)Y, Y dry y =- 1+e 1+e 1+e i) Plot the variation of total stress, pore water pressure and effective stress with depth due to the weight of the house and the increase of the ground water level. (Ignore the effect of the soil capillary rise). If the ground water level is reduced few meters below the ground surface, what would be the expected total stress and effective stress ii) values.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![(b)
When you come back from the seminar, you are required to do an analysis on
a soil work. A small house was built on a clay layer of 6 m thick. The size of
house is 5 m width, 6 m long, and 3 m height. The weight of the house is 450
kN. Due to heavy rain, the ground water level increases up to ground surface.
For the soil, you are given e = 0.5 and G, = 2.75.
(G, + Se)yw
y =
(G, +e)Y»
Y sat
G,Y
Y åry
1+e
1+e
1+e
i)
Plot the variation of total stress, pore water pressure and effective
stress with depth due to the weight of the house and the increase of the
ground water level. (Ignore the effect of the soil capillary rise).
If the ground water level is reduced few meters below the ground
surface, what would be the expected total stress and effective stress
ii)
values.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F610a2c22-d949-4f01-b471-508c06cc8cf4%2F239f1914-c3bd-45b7-b0ac-33b623921576%2Ff2u5q6f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(b)
When you come back from the seminar, you are required to do an analysis on
a soil work. A small house was built on a clay layer of 6 m thick. The size of
house is 5 m width, 6 m long, and 3 m height. The weight of the house is 450
kN. Due to heavy rain, the ground water level increases up to ground surface.
For the soil, you are given e = 0.5 and G, = 2.75.
(G, + Se)yw
y =
(G, +e)Y»
Y sat
G,Y
Y åry
1+e
1+e
1+e
i)
Plot the variation of total stress, pore water pressure and effective
stress with depth due to the weight of the house and the increase of the
ground water level. (Ignore the effect of the soil capillary rise).
If the ground water level is reduced few meters below the ground
surface, what would be the expected total stress and effective stress
ii)
values.
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