retaining wall has a vertical back and is 7.32 m high. The soil is sandy loam of unit weight 17.30 KN/cum, it shows a cohesion of 12KPa and angle of friction 20 degrees. Neglecting the wall friction, determine the thrust on the wall in KN/m. The upper surface of the fill is horizontal. 121 343 232 104

retaining wall has a vertical back and is 7.32 m high. The soil is sandy loam of unit weight 17.30 KN/cum, it shows a cohesion of 12KPa and angle of friction 20 degrees. Neglecting the wall friction, determine the thrust on the wall in KN/m. The upper surface of the fill is horizontal. 121 343 232 104

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter14: Lateral Earth Pressure: Curved Failure Surface

Section: Chapter Questions

Problem 14.1P

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