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4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The total load acting on the footing will be 3000 kN. Determine the consolidation settlement of the foundation. Assume the clay is normally consolidated with Cc-0.3 and use 2V:1H method to calculate the stress increase at the middle of the clay layer

4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The total load acting on the footing will be 3000 kN. Determine the consolidation settlement of the foundation. Assume the clay is normally consolidated with Cc-0.3 and use 2V:1H method to calculate the stress increase at the middle of the clay layer

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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4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The total load acting on the footing will be 3000 kN. Determine the consolidation settlement of the foundation. Assume the clay is normally consolidated with Cc-0.3 and use 2V:1H method to calculate the stress increase at the middle of the clay layer New footing 2.8 m Ydry 18.0 kN/m³ 4.2 m Sand Ywet 18.6 kN/m Ywet = 18.2 kN/m, e, = 0.82 LL = 44, PL = 20 Clay नाक Sand
Transcribed Image Text:4. A 4m x 8m rectangular footing will be placed on ground surface as shown in the figure below. The total load acting on the footing will be 3000 kN. Determine the consolidation settlement of the foundation. Assume the clay is normally consolidated with Cc-0.3 and use 2V:1H method to calculate the stress increase at the middle of the clay layer New footing 2.8 m Ydry 18.0 kN/m³ 4.2 m Sand Ywet 18.6 kN/m Ywet = 18.2 kN/m, e, = 0.82 LL = 44, PL = 20 Clay नाक Sand
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