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. 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).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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).
.ינ
3 m
12 m
18 m
14 m
3 m
4 3 m
3 m
B
7m
8 m
15 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F016433bb-215d-433b-95b5-eb99c0ab0aa5%2F131fd419-0221-4e1d-9240-de4238578013%2Fts8702_processed.png&w=3840&q=75)
Transcribed Image Text: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).
.ינ
3 m
12 m
18 m
14 m
3 m
4 3 m
3 m
B
7m
8 m
15 m
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