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6. Deformation of a retaining wall is assumed to be as presented in the figure below. Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitude of the total horizontal force on the left side of the wall between points A and C. = 4 kN/m.

6. Deformation of a retaining wall is assumed to be as presented in the figure below. Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitude of the total horizontal force on the left side of the wall between points A and C. = 4 kN/m.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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6. Deformation of a retaining wall is assumed to be as presented in the figure below. Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitude of the total horizontal force on the left side of the wall between points A and C. q= 4 kN/m Active (kPa) 3 m 5m 4m Sand S = 12% = 33⁰ eo= 0.6 %D= 15.6 kN/m Sandy Clay * = 26° Y sat = 17 kN/m c = 5 kN/m₂ B D Water Sandy Clay OA=112 B-15.3 es=293 Occ-326 OD=43.8 Passive (RPG) c=18 05=897
Transcribed Image Text:6. Deformation of a retaining wall is assumed to be as presented in the figure below. Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitude of the total horizontal force on the left side of the wall between points A and C. q= 4 kN/m Active (kPa) 3 m 5m 4m Sand S = 12% = 33⁰ eo= 0.6 %D= 15.6 kN/m Sandy Clay * = 26° Y sat = 17 kN/m c = 5 kN/m₂ B D Water Sandy Clay OA=112 B-15.3 es=293 Occ-326 OD=43.8 Passive (RPG) c=18 05=897
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