Answered: G.S. 1.0m Sand q = 150 kN/m² ↑ ↑. ↑…

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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foundation engineering

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assume any value don't find

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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