A retaining wall 5 m. high is supporting a horizontal backfillhaving a dry unit weight of 1600kg/m3. The cohesionless soil has an angle of friction of 32degree. a. Compute the Rankine active force on the wall b. Compute the Rankine active force on the wall of the water table is located at a depth of 2.5m. below the ground surface. The saturated unit weight is 18.7kn/m3. c. Compute the location of the resultant active force from the bottom from the second condition
A retaining wall 5 m. high is supporting a horizontal backfillhaving a dry unit weight of 1600kg/m3. The cohesionless soil has an angle of friction of 32degree. a. Compute the Rankine active force on the wall b. Compute the Rankine active force on the wall of the water table is located at a depth of 2.5m. below the ground surface. The saturated unit weight is 18.7kn/m3. c. Compute the location of the resultant active force from the bottom from the second condition
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A retaining wall 5 m. high is supporting a horizontal backfillhaving a dry unit weight of 1600kg/m3. The cohesionless soil has an angle of friction of 32degree.
a. Compute the Rankine active force on the wall
b. Compute the Rankine active force on the wall of
the water table is located at a depth of 2.5m. below the ground surface. The saturated unit weight is 18.7kn/m3.
c. Compute the location of the resultant active force from the bottom from the second condition.
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