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A square column foundation carries a load of 440 kN and has a footing dimension of 1.5 m by 1.5 m. Considering settlement for clay layer, determine the additional pressure. 1.4 m 2 m 3 m Sand Ya = 15.7 kN/m³ GWT Ysat = 18.5 kN/m³ Ysat = 18.9 kN/m³ e = 0.61 2.8 m Clay C. = 0.25 29.306 kPa 24.223 kPa O 15.761 kPa 19.847 kPa

A square column foundation carries a load of 440 kN and has a footing dimension of 1.5 m by 1.5 m. Considering settlement for clay layer, determine the additional pressure. 1.4 m 2 m 3 m Sand Ya = 15.7 kN/m³ GWT Ysat = 18.5 kN/m³ Ysat = 18.9 kN/m³ e = 0.61 2.8 m Clay C. = 0.25 29.306 kPa 24.223 kPa O 15.761 kPa 19.847 kPa

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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A square column foundation carries a load of 440 kN and has a footing dimension of 1.5 m by 1.5 m. Considering settlement for clay layer, determine the additional pressure. 1.4 m 2 m 3 m Sand Ya = 15.7 kN/m³ GWT Ysat = 18.5 kN/m³ Ysat = 18.9 kN/m³ 2.8 m e = 0.61 Clay Cc = 0.25 O 29.306 kPa O 24.223 kPa 15.761 kPa 19.847 kPa
Transcribed Image Text:A square column foundation carries a load of 440 kN and has a footing dimension of 1.5 m by 1.5 m. Considering settlement for clay layer, determine the additional pressure. 1.4 m 2 m 3 m Sand Ya = 15.7 kN/m³ GWT Ysat = 18.5 kN/m³ Ysat = 18.9 kN/m³ 2.8 m e = 0.61 Clay Cc = 0.25 O 29.306 kPa O 24.223 kPa 15.761 kPa 19.847 kPa
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