Refer to Figure 12.6a. Given the height of the retaining wall, H is 18 ft; the backfill is a saturated clay with = 0°, c = 500 lb/ft², ysat = 120 lb/ft°, a. Determine the Rankine active pressure distribution diagram behind the wall. b. Determine the depth of the tensile crack, z.. c. Estimate the Rankine active force per foot length of the wall before and after the occurrence of the tensile crack.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Refer to Problem 12.3.
a. Draw the Rankine passive pressure distribution diagram behind the wall.
b. Estimate the Rankine passive force per foot length of the wall and also the location of the resultant.

Refer to Figure 12.6a. Given the height of the retaining wall, H is 18 ft; the backfill
is a saturated clay with = 0°, c = 500 lb/ft², ysat = 120 lb/ft°,
a. Determine the Rankine active pressure distribution diagram behind the wall.
b. Determine the depth of the tensile crack, z..
c. Estimate the Rankine active force per foot length of the wall before and after the
occurrence of the tensile crack.
Transcribed Image Text:Refer to Figure 12.6a. Given the height of the retaining wall, H is 18 ft; the backfill is a saturated clay with = 0°, c = 500 lb/ft², ysat = 120 lb/ft°, a. Determine the Rankine active pressure distribution diagram behind the wall. b. Determine the depth of the tensile crack, z.. c. Estimate the Rankine active force per foot length of the wall before and after the occurrence of the tensile crack.
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