1. A rigid retaining wall with the following geometric and parameters is shown below. Please answer the following problems. Y₁ = 18kN/m³, c₁ = 0, &{} = 30° Y₂ = 19kN/m³, c₁₂ = 0,2 = 30° C2 H=6m, H₁ = 3m, q = 50kPa N H γι Φ H₁ Groundwater table Y2 c½ H₂ a. The magnitudes and positions of resultants of Rankine earth pressure, the water pressure and the total pressure. b. The same problem as 1., but with H1=0 m. c. The same problem as 1., but using the Coulomb's theory with the interface friction angle &== 2 3

1. A rigid retaining wall with the following geometric and parameters is shown below. Please answer the following problems. Y₁ = 18kN/m³, c₁ = 0, &{} = 30° Y₂ = 19kN/m³, c₁₂ = 0,2 = 30° C2 H=6m, H₁ = 3m, q = 50kPa N H γι Φ H₁ Groundwater table Y2 c½ H₂ a. The magnitudes and positions of resultants of Rankine earth pressure, the water pressure and the total pressure. b. The same problem as 1., but with H1=0 m. c. The same problem as 1., but using the Coulomb's theory with the interface friction angle &== 2 3

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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UPVOTE WILL BE GIVEN. WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED. BOX THE FINAL ANSWER.
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Answer letter d
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