Problem3) A rectangular concrete slab, 3m×4m, rests on the surface of a 8m fully saturated clayey soil. Water content of the soil is 43%. The load on the slab is 5000KN. Determine the vertical stress increase at a depth of 4m under the center of the slab, point C. Then, calculate the primary consolidation settlement. ( Cc=0.3 4 m

Problem3) A rectangular concrete slab, 3m×4m, rests on the surface of a 8m fully saturated clayey soil. Water content of the soil is 43%. The load on the slab is 5000KN. Determine the vertical stress increase at a depth of 4m under the center of the slab, point C. Then, calculate the primary consolidation settlement. ( Cc=0.3 4 m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter8: Mat Foundations

Section: Chapter Questions

Problem 8.7P

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