3. A 4.5 m cantilever retaining wall has to be designed to retain soil to increase the useable areas on a site. Design a suitable cross-section and Calculate the Factors of Safety for overturning, sliding and bearing capacity. | The soil with a unit weight of 18 kN/m³ and angle of internal friction = 30°. The coefficient of friction between the soil and the base is 0.55 and the ultimate bearing capacity of the soil is 131 kN/m². The unit weight of the wall is 41 kN/ m³
3. A 4.5 m cantilever retaining wall has to be designed to retain soil to increase the useable areas on a site. Design a suitable cross-section and Calculate the Factors of Safety for overturning, sliding and bearing capacity. | The soil with a unit weight of 18 kN/m³ and angle of internal friction = 30°. The coefficient of friction between the soil and the base is 0.55 and the ultimate bearing capacity of the soil is 131 kN/m². The unit weight of the wall is 41 kN/ m³
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.14P: A 2 m 3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment...
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