A 5-m tall cantilever retaining wall retains soil having the following properties: Cohesion, c = 0 Unit weight, 19.8 kN/m3 Angle of internal friction, ϕ = 31⁰ The ground surface behind the wall is inclined at a slope of 3 horizontal to 1.6 vertical, and the wall has moved sufficiently to develop the active condition. Use Rankine’s Theory and consider 1 m length of wall. a. Determine the coefficient of active pressure b. Determine the total active force c. Determine the overturning moment on the wall Please answer this asap. For upvote. Thank you very much

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 5-m tall cantilever retaining wall retains soil having the following properties:

Cohesion, c = 0

Unit weight, 19.8 kN/m3

Angle of internal friction, ϕ = 31⁰

The ground surface behind the wall is inclined at a slope of 3 horizontal to 1.6 vertical, and the wall has moved sufficiently to develop the active condition. Use Rankine’s Theory and consider 1 m length of wall.

a. Determine the coefficient of active pressure

b. Determine the total active force

c. Determine the overturning moment on the wall

Please answer this asap. For upvote. Thank you very much

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