Estimate the elastic settlement below the center of the loaded 1.6m and H. Use Eq. (8.16). area. Assume that D, 210 kN/m² H 8.3. A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m². Figure P8.3 2 m x 3.2 m Silty sand E,-8500 kN/m² 14,-0.3 Rock

Estimate the elastic settlement below the center of the loaded 1.6m and H. Use Eq. (8.16). area. Assume that D, 210 kN/m² H 8.3. A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m². Figure P8.3 2 m x 3.2 m Silty sand E,-8500 kN/m² 14,-0.3 Rock

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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