Redo Problem 5.8 assuming that = 1.2 m and H = 4 m. Problem 5.8 A planned flexible load area (see Figure P5.8) is to be 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m2. Estimate the elastic settlement below the center of the loaded area. Assume that = 1.6 m and H = ∞ Use Eq. (5.33).

Redo Problem 5.8 assuming that = 1.2 m and H = 4 m. Problem 5.8 A planned flexible load area (see Figure P5.8) is to be 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m2. Estimate the elastic settlement below the center of the loaded area. Assume that = 1.6 m and H = ∞ Use Eq. (5.33).

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...

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