It is planned to construct a rectangular foundation with base dimensions of 8 * 14 m (B* L) on the construction site with the ground profile as in the figure. Accordingly, if the YASS descends 9 m, what would be the change in the final bearing capacity of the ground? Note: Make your calculation using the Terzaghi bearing capacity formula as the safety factor of 3 0m c=18 kPa, -18° Y=20 kN/m³ 1.5 m SM Y=21,8 kN/m³ e=0.67 2.7 m GW c=8 kPa, -23° e=0.23 Y-22 kN/m³ Y=23.2 kN/m³

It is planned to construct a rectangular foundation with base dimensions of 8 * 14 m (B* L) on the construction site with the ground profile as in the figure. Accordingly, if the YASS descends 9 m, what would be the change in the final bearing capacity of the ground? Note: Make your calculation using the Terzaghi bearing capacity formula as the safety factor of 3 0m c=18 kPa, -18° Y=20 kN/m³ 1.5 m SM Y=21,8 kN/m³ e=0.67 2.7 m GW c=8 kPa, -23° e=0.23 Y-22 kN/m³ Y=23.2 kN/m³

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls

Section: Chapter Questions

Problem 15.24P

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