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The figure below shows a 6 m retaining wall in a non-homogeneous soil. Determine the total active force per unit length of the retaining wall. a. 53.22 b. 214.65 C. 103.19 d. 237.18 If the retained soil is subjected to a surcharge of 10 KN/m2 on top of the horizontal ground surface. Compute the Rankine active force acting on the wall. a. 362.14 b. 125.70 259.36 C. d. 75.80 3m 3m Clay 1 Ydry=16 KN/m³ =30° C=10 KN/m² GWT Clay 2 Ysat=20 KN/m³ $=25° C=15 KN/m²

The figure below shows a 6 m retaining wall in a non-homogeneous soil. Determine the total active force per unit length of the retaining wall. a. 53.22 b. 214.65 C. 103.19 d. 237.18 If the retained soil is subjected to a surcharge of 10 KN/m2 on top of the horizontal ground surface. Compute the Rankine active force acting on the wall. a. 362.14 b. 125.70 259.36 C. d. 75.80 3m 3m Clay 1 Ydry=16 KN/m³ =30° C=10 KN/m² GWT Clay 2 Ysat=20 KN/m³ $=25° C=15 KN/m²

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The figure below shows a 6 m retaining wall in a non-homogeneous soil. Determine the total active force per unit length of the retaining wall. a. 53.22 b. 214.65 C. 103.19 d. 237.18 If the retained soil is subjected to a surcharge of 10 KN/m2 on top of the horizontal ground surface. Compute the Rankine active force acting on the wall. a. 362.14 b. 125.70 C. 259.36 d. 75.80 3m 3m Clay 1 Ydry=16 KN/m³ = 30° C=10 KN/m² GWT Clay 2 Ysat =20 KN/m³ $=25° C=15 KN/m²
Transcribed Image Text:The figure below shows a 6 m retaining wall in a non-homogeneous soil. Determine the total active force per unit length of the retaining wall. a. 53.22 b. 214.65 C. 103.19 d. 237.18 If the retained soil is subjected to a surcharge of 10 KN/m2 on top of the horizontal ground surface. Compute the Rankine active force acting on the wall. a. 362.14 b. 125.70 C. 259.36 d. 75.80 3m 3m Clay 1 Ydry=16 KN/m³ = 30° C=10 KN/m² GWT Clay 2 Ysat =20 KN/m³ $=25° C=15 KN/m²
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