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
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text: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
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