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 backfillis 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 theoccurrence of the tensile crack.

The Rankine passive pressure will be: a) σp=KpγH+2CKpKp=tan2(45+ϕ/2) =1So at the top…

Answered: Refer to Figure 12.6a. Given the height…

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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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.

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