3. For the dam retaining water as shown in the figure, the foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. The unit weight of the concrete is 23.5 kN/m³. Find the factor of safety against sliding and overturning of the dam, and the pressure intensity on the base of the dam (at points A and B). 3 m of 18 m 12 m 14m 3 m- 3 m 3 m 7 m 8 m 15 m E.

3. For the dam retaining water as shown in the figure, the foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. The unit weight of the concrete is 23.5 kN/m³. Find the factor of safety against sliding and overturning of the dam, and the pressure intensity on the base of the dam (at points A and B). 3 m of 18 m 12 m 14m 3 m- 3 m 3 m 7 m 8 m 15 m E.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter13: Retaining Walls

Section: Chapter Questions

Problem 13.4P

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