1. A retaining wall is shown in the figure. If H = 6.0 m , H1 = 1.83 m, y1 = 17.31 kN/m³, = 19.83 kN/m³, ¢1 = 34°, 42 = 34° & q = 14.39 kN/m². a) Compute the Rankine active force, P, per unit length of the wall and the location of the resultant. b) Calculate also the Rankine passive force, P, per unit length of the wall and the location of the Y2 resultant. Surcharge 9 Sand Ground water table Sand 12 (saturated unit weight)

1. A retaining wall is shown in the figure. If H = 6.0 m , H1 = 1.83 m, y1 = 17.31 kN/m³, = 19.83 kN/m³, ¢1 = 34°, 42 = 34° & q = 14.39 kN/m². a) Compute the Rankine active force, P, per unit length of the wall and the location of the resultant. b) Calculate also the Rankine passive force, P, per unit length of the wall and the location of the Y2 resultant. Surcharge 9 Sand Ground water table Sand 12 (saturated unit weight)

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter12: Lateral Earth Pressure

Section: Chapter Questions

Problem 12.6P

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