Given: H = 12 ft, q = 0, y = 108 lb/f, c' = 0, and o' = 30°. 12.1 Determine the at-rest lateral earth force per foot length of the wall. Also, find the location of the resultant. Use Eq. (12.4) and OCR = 2. the following values to determine the at-rest lat- 12.2 Use cral earth force per unit length of the wall. Also find the location of the resultant. H = 5 m, H, = 2 m. H2 = 3 m, y = 15.5 kN/m', ya c' = 0, q = 20 kN/m², and OCR = 1. 18.5 kN/m', 4' = 34°, %3D 12.3 Given the height of the retaining wall, H is 18 ft; the backfill is a saturated clay with o = 0°, c = 500 lb/ft,y = 120 Ib/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.
Given: H = 12 ft, q = 0, y = 108 lb/f, c' = 0, and o' = 30°. 12.1 Determine the at-rest lateral earth force per foot length of the wall. Also, find the location of the resultant. Use Eq. (12.4) and OCR = 2. the following values to determine the at-rest lat- 12.2 Use cral earth force per unit length of the wall. Also find the location of the resultant. H = 5 m, H, = 2 m. H2 = 3 m, y = 15.5 kN/m', ya c' = 0, q = 20 kN/m², and OCR = 1. 18.5 kN/m', 4' = 34°, %3D 12.3 Given the height of the retaining wall, H is 18 ft; the backfill is a saturated clay with o = 0°, c = 500 lb/ft,y = 120 Ib/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.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter12: Lateral Earth Pressure
Section: Chapter Questions
Problem 12.5P
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