The cantilever retaining wall resists active lateral earth pressure. a e b. Given: a = 0.3 m b = 0.6 m c = 0.6 m d = 3.5 m e = 5 m f = 0.5 m Soil unit weight = 17 kN/m3 Concrete unit weight = 24 kN/m3 Active earth pressure coefficient = 1/3 Coefficient of friction at the base of the footing = 0.40 Neglect passive earth pressure. Calculate the maximum design moment at the stem per linear meter. 118 105 127 133 O O O O

The cantilever retaining wall resists active lateral earth pressure. a e b. Given: a = 0.3 m b = 0.6 m c = 0.6 m d = 3.5 m e = 5 m f = 0.5 m Soil unit weight = 17 kN/m3 Concrete unit weight = 24 kN/m3 Active earth pressure coefficient = 1/3 Coefficient of friction at the base of the footing = 0.40 Neglect passive earth pressure. Calculate the maximum design moment at the stem per linear meter. 118 105 127 133 O O O O

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls

Section: Chapter Questions

Problem 15.5P

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