The figure above shows the e-log plot of a clay soil. The point "a" (in red) represents the minimum radius of curvature of e-log o plot. 1) Using Casagrande's procedure, the preconsolidation pressure oc' is 2) The compression index Cc is 3) What is the primary consolidation settlement at the field at the mid-height of 6m thick clay layer (with ytot = 16.5 kN/m3 and initial voids ratio (eO) = 0.95. The water table is at the ground surface and the applied distributed load at the ground (A) = 100 kPa. (Assume Cs=Cc/5) ✓ [Choose ] 1000 kpa 0.55 m 0.33 .55 m .73 .55 1.2 30kpa 200 kPa 100 kpa 0.16 m .75m
The figure above shows the e-log plot of a clay soil. The point "a" (in red) represents the minimum radius of curvature of e-log o plot. 1) Using Casagrande's procedure, the preconsolidation pressure oc' is 2) The compression index Cc is 3) What is the primary consolidation settlement at the field at the mid-height of 6m thick clay layer (with ytot = 16.5 kN/m3 and initial voids ratio (eO) = 0.95. The water table is at the ground surface and the applied distributed load at the ground (A) = 100 kPa. (Assume Cs=Cc/5) ✓ [Choose ] 1000 kpa 0.55 m 0.33 .55 m .73 .55 1.2 30kpa 200 kPa 100 kpa 0.16 m .75m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Voids ratio [e]
1
0.9
0.8
0.7
0.6
0.5
1
10
a
100
o'[kPa]
1000](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96185938-e49e-448a-911c-2f59949ef5b7%2F0964c0c2-0d97-4593-833d-08c52a31e041%2Fvyth9ot_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Voids ratio [e]
1
0.9
0.8
0.7
0.6
0.5
1
10
a
100
o'[kPa]
1000
![The figure above shows the e-log o'plot of a clay soil. The point "a" (in red) represents the
minimum radius of curvature of e-logo' plot.
1) Using Casagrande's procedure, the
preconsolidation pressure oc' is
2) The compression index Cc is
3) What is the primary consolidation
settlement at the field at the mid-height of
6m thick clay layer (with ytot = 16.5
kN/m3 and initial voids ratio (e0) = 0.95.
The water table is at the ground surface
and the applied distributed load at the
ground (A) = 100 kPa. (Assume Cs=Cc/5)
I
✓ [Choose ]
1000 kpa
0.55 m
0.33
.55 m
.73
.55
1.2
30kpa
200 kPa
100 kpa
0.16 m
.75m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96185938-e49e-448a-911c-2f59949ef5b7%2F0964c0c2-0d97-4593-833d-08c52a31e041%2Fm6od36h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The figure above shows the e-log o'plot of a clay soil. The point "a" (in red) represents the
minimum radius of curvature of e-logo' plot.
1) Using Casagrande's procedure, the
preconsolidation pressure oc' is
2) The compression index Cc is
3) What is the primary consolidation
settlement at the field at the mid-height of
6m thick clay layer (with ytot = 16.5
kN/m3 and initial voids ratio (e0) = 0.95.
The water table is at the ground surface
and the applied distributed load at the
ground (A) = 100 kPa. (Assume Cs=Cc/5)
I
✓ [Choose ]
1000 kpa
0.55 m
0.33
.55 m
.73
.55
1.2
30kpa
200 kPa
100 kpa
0.16 m
.75m
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