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Example 3.2: Analyze the stability of the concrete gravity dam 68 m high shown in Figure 3.50 for the following conditions. The ice force is 30 kN/m. Friction coefficients between concretes, and concrete-foundation are 0.75. Compressive and shear strengths in concrete are 30 MPa and 6 MPa, respectively. Compressive strength of the foundation material is 90 MPa. Drainage system may reduce the uplift force by 50%. There is no tailwater. The earthquake coefficient is kk,-0.1. The specific weights of concrete and water are 24 kN/m³ and 10 kN/m², respectively. The required safety factors can be taken as those of the extreme loading case.

Example 3.2: Analyze the stability of the concrete gravity dam 68 m high shown in Figure 3.50 for the following conditions. The ice force is 30 kN/m. Friction coefficients between concretes, and concrete-foundation are 0.75. Compressive and shear strengths in concrete are 30 MPa and 6 MPa, respectively. Compressive strength of the foundation material is 90 MPa. Drainage system may reduce the uplift force by 50%. There is no tailwater. The earthquake coefficient is kk,-0.1. The specific weights of concrete and water are 24 kN/m³ and 10 kN/m², respectively. The required safety factors can be taken as those of the extreme loading case.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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suiwollel ons dit boe Example 3.2: Analyze the stability of the concrete gravity dam 68 m high shown in Figure 3.50 for the following conditions. The ice force is 30 kN/m. Friction coefficients between concretes, and concrete-foundation are 0.75. Compressive and shear strengths in concrete are 30 MPa and 6 MPa, respectively. Compressive strength of the foundation material is 90 MPa. Drainage system may reduce the uplift force by 50%. There is no tailwater. The earthquake coefficient is kk 0.1. The specific weights of concrete and water are 24 kN/m² and 10 kN/m³, respectively. The required safety factors can be taken as those of the extreme loading case.
Transcribed Image Text:suiwollel ons dit boe Example 3.2: Analyze the stability of the concrete gravity dam 68 m high shown in Figure 3.50 for the following conditions. The ice force is 30 kN/m. Friction coefficients between concretes, and concrete-foundation are 0.75. Compressive and shear strengths in concrete are 30 MPa and 6 MPa, respectively. Compressive strength of the foundation material is 90 MPa. Drainage system may reduce the uplift force by 50%. There is no tailwater. The earthquake coefficient is kk 0.1. The specific weights of concrete and water are 24 kN/m² and 10 kN/m³, respectively. The required safety factors can be taken as those of the extreme loading case.
10V:1H 65 m 4 m 6.5 m 4 m 1V;0.7H 45.5 m Fw. F₁ W₂ Fu Figure 3.50 Definition sketch for Example 3.2. Fdv W3 Fah 0
Transcribed Image Text:10V:1H 65 m 4 m 6.5 m 4 m 1V;0.7H 45.5 m Fw. F₁ W₂ Fu Figure 3.50 Definition sketch for Example 3.2. Fdv W3 Fah 0
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