A square column foundation with base of 1.40 m is shown in the figure. It carries an axial load of 468 kN and has its bottom. resting on the ground water table located h1 = 1.4 m. below the ground surface. h2 0.8 m and h3 = 2.4 m. Compute the settlement of the clay layer in millimeter caused by primary consolidation if the preconsolidation = pressure of the clay is 98 KPa. |P * h1 h3 + ELL ELL ECC EEEEEE -Dry Sand Wet Sand Clay 1 ELI ELI LIEFIE LIELILE

A square column foundation with base of 1.40 m is shown in the figure. It carries an axial load of 468 kN and has its bottom. resting on the ground water table located h1 = 1.4 m. below the ground surface. h2 0.8 m and h3 = 2.4 m. Compute the settlement of the clay layer in millimeter caused by primary consolidation if the preconsolidation = pressure of the clay is 98 KPa. |P * h1 h3 + ELL ELL ECC EEEEEE -Dry Sand Wet Sand Clay 1 ELI ELI LIEFIE LIELILE

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Mat Foundations

Section: Chapter Questions

Problem 10.7P

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