The column footing has been subjected to the ground surface. The clay layer has a unit weight of 20.26 kN/m3 and has a thickness of 4.5 meters and is overlain by the sand layer with a unit weight of 15.17 kN/m3 and has a thickness of 3.5 meters. The location of the water table is 2 meters below the ground surface. If the sand layer is saturated, its unit weight becomes 18.45 kN/m3. Determine the following: The normal consolidation settlement if the footing (2.5 m × 4 m) has a load of 650 kN. The normal consolidation settlement if the footing (2 m x 3.5 m) has a load of 750
The column footing has been subjected to the ground surface. The clay layer has a unit weight of 20.26 kN/m3 and has a thickness of 4.5 meters and is overlain by the sand layer with a unit weight of 15.17 kN/m3 and has a thickness of 3.5 meters. The location of the water table is 2 meters below the ground surface. If the sand layer is saturated, its unit weight becomes 18.45 kN/m3. Determine the following: The normal consolidation settlement if the footing (2.5 m × 4 m) has a load of 650 kN. The normal consolidation settlement if the footing (2 m x 3.5 m) has a load of 750
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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The column footing has been subjected to the ground surface. The clay layer has a unit weight of
20.26 kN/m3 and has a thickness of 4.5 meters and is overlain by the sand layer with a unit weight of 15.17 kN/m3 and has a thickness of 3.5 meters. The location of the water table is 2 meters below the ground surface. If the sand layer is saturated, its unit weight becomes 18.45 kN/m3.
Determine the following:
- The normal consolidation settlement if the footing (2.5 m × 4 m) has a load of 650 kN.
- The normal consolidation settlement if the footing (2 m x 3.5 m) has a load of 750
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