A soil profile is shown in Figure 7.28. An embankment load of 500 kg/cm² is placed on the ground surface. Define the following: a. How much water will rise in the pizometer immediately after applying the load. b. What is the degree of consolidation at A if h = 26 ft. c. Determine the magnitude of h if the degree of consolidation at point A is 50%. And Draw the curve NB: part A Assume that the increase in pore water pressure is uniform over the entire depth of very clayey having a thickness of 10 ft
A soil profile is shown in Figure 7.28. An embankment load of 500 kg/cm² is placed on the ground surface. Define the following: a. How much water will rise in the pizometer immediately after applying the load. b. What is the degree of consolidation at A if h = 26 ft. c. Determine the magnitude of h if the degree of consolidation at point A is 50%. And Draw the curve NB: part A Assume that the increase in pore water pressure is uniform over the entire depth of very clayey having a thickness of 10 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A soil profile is shown in Figure 7.28. An embankment load of 500 kg/cm² is placed on the ground surface. Define the following:
a. How much water will rise in the pizometer immediately after applying the load.
b. What is the degree of consolidation at A if h = 26 ft.
c. Determine the magnitude of h if the degree of consolidation at point A is 50%.
And Draw the curve
NB: part A
Assume that the increase in pore water pressure is uniform over the entire depth of very clayey having a thickness of 10 ft.
Transcribed Image Text:Ap= 500 kg/cm?
Groundwater surface
26 ft
sand
15 ft
4 ft
10 ft
clay
stone
Figure 7.28
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