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

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 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...

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