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Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m V'sat:÷ 19:kN Normally consolidated clay 5.0m For the footing and soil profile shown in fig. above find 1- Depth of B.H

Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m V'sat:÷ 19:kN Normally consolidated clay 5.0m For the footing and soil profile shown in fig. above find 1- Depth of B.H

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m 0.5m W.T. Sand 0.5m Yisat: 19 kNin? Normally consolidated clay 5.0m For the footing and soil profile shown in fig. above find 1- Depth of B.H
Transcribed Image Text:Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m 0.5m W.T. Sand 0.5m Yisat: 19 kNin? Normally consolidated clay 5.0m For the footing and soil profile shown in fig. above find 1- Depth of B.H
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