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3.) Calculate the settlement of the 3-m- thick clay layer (in the figure below) that will result from the load carried by a 1.5- m-square footing. The clay is normally consolidated. Use the weighted average method (EXACT EQUATION) to calculate the average increase of effective pressure in the clay layer.

3.) Calculate the settlement of the 3-m- thick clay layer (in the figure below) that will result from the load carried by a 1.5- m-square footing. The clay is normally consolidated. Use the weighted average method (EXACT EQUATION) to calculate the average increase of effective pressure in 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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3.) Calculate the settlement of the 3-m- thick clay layer (in the figure below) that will result from the load carried by a 1.5- m-square footing. The clay is normally consolidated. Use the weighted average method (EXACT EQUATION) to calculate the average increase of effective pressure in the clay layer.
Transcribed Image Text:3.) Calculate the settlement of the 3-m- thick clay layer (in the figure below) that will result from the load carried by a 1.5- m-square footing. The clay is normally consolidated. Use the weighted average method (EXACT EQUATION) to calculate the average increase of effective pressure in the clay layer.
890 kN Footing size 1.5 m x 1.5 m 1.5 m 3 m Yary= 15.72 kN/m2 %3D Groundwater table 3 m Yat 18.87 kN/m Yat = 17.3 kN/m = 1.0 LL =40 3 m Dry sand Sand S Clay
Transcribed Image Text:890 kN Footing size 1.5 m x 1.5 m 1.5 m 3 m Yary= 15.72 kN/m2 %3D Groundwater table 3 m Yat 18.87 kN/m Yat = 17.3 kN/m = 1.0 LL =40 3 m Dry sand Sand S Clay
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