A continuous foundation on a deposit of sand layer is shown in below along with the variation of the cone penetration resistance qc. Assuming =18 kN/m3 and the creep is at the end of 10 years after construction, calculate the elastic settlement of the foundation using the strain influence factor method. Use equations in the figure.

A continuous foundation on a deposit of sand layer is shown in below along with the variation of the cone penetration resistance qc. Assuming =18 kN/m3 and the creep is at the end of 10 years after construction, calculate the elastic settlement of the foundation using the strain influence factor method. Use equations in the figure.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

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