1- Depth of B.H ==> depth of borehole 2- Bearing capacity for the soil under the footing. ==> hansen equation 3- Immediate settlement for the soil under footing. ==> Si 4- Find the time required for 100% degree of consolidation
1- Depth of B.H ==> depth of borehole 2- Bearing capacity for the soil under the footing. ==> hansen equation 3- Immediate settlement for the soil under footing. ==> Si 4- Find the time required for 100% degree of consolidation
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1- Depth of B.H ==> depth of borehole
2- Bearing capacity for the soil under the footing. ==> hansen equation
3- Immediate settlement for the soil under footing. ==> Si
4- Find the time required for 100% degree of consolidation
![Circular foundation
diameter B = 2m
G.S.
1.0m
Sand
q = 150 kN/m
0.5m
W.T.
Sand
0.5m
Normally consolidated clay
5.0m
For the footing and soil profile shown in fig. above find
1- Depth of B.H
2- Bearing capacity for the soil under the footing
3- Immediate settlement for the soil under footing
4- Find the time required for 100% degree of consolidation
Note: assume any necessary information](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa5a594dc-5273-449f-86df-832e9f6e0501%2Fbbf6dd7e-0efc-4977-8eb3-453402f5133f%2F35oci19_processed.png&w=3840&q=75)
Transcribed Image Text:Circular foundation
diameter B = 2m
G.S.
1.0m
Sand
q = 150 kN/m
0.5m
W.T.
Sand
0.5m
Normally consolidated clay
5.0m
For the footing and soil profile shown in fig. above find
1- Depth of B.H
2- Bearing capacity for the soil under the footing
3- Immediate settlement for the soil under footing
4- Find the time required for 100% degree of consolidation
Note: assume any necessary information
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