Circular foundation diameter B = 2m G.S. 1.0т Sand q = 150 kN/m² 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
Circular foundation diameter B = 2m G.S. 1.0т Sand q = 150 kN/m² 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
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.17P: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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