G.S. 1.0m Sand q = 150 kN/m² ↑ ↑. ↑ W.T. 0.5m Sand 0.5m Y'sat: 19 kNm? Normally consolidated clay 5.0т

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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foundation engineering 

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assume any value don't find

Circular foundation
diameter B = 2m
G.S.
1.0m
Sand
I = 150 kN/m²
0.5m
W.T.
Sand
0.5m
Ysat
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
Transcribed Image Text:Circular foundation diameter B = 2m G.S. 1.0m Sand I = 150 kN/m² 0.5m W.T. Sand 0.5m Ysat 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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