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A retaining wall located in an earthquake zone has a vertical back face and a horizontal backfill (Figure 14.8). The wall is also subjected to a surcharge loading of magnitude, q = 95 kN/m 2 . Determine the magnitude and location of the passive force, P pe , due to earthquake conditions. Given: γ = 18 kN/m 3 , ϕ' = 40°, δ' = 20°, c' = 30 kN/m 2 , c ′ a = 0 , H = 7 m, and k v = k h = 0.2.

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Principles of Geotechnical Enginee...

9th Edition
Braja M. Das + 1 other
Publisher: Cengage Learning
ISBN: 9781305970939
BuyFind

Principles of Geotechnical Enginee...

9th Edition
Braja M. Das + 1 other
Publisher: Cengage Learning
ISBN: 9781305970939

Solutions

Chapter
Section
Chapter 14, Problem 14.11P
Textbook Problem

A retaining wall located in an earthquake zone has a vertical back face and a horizontal backfill (Figure 14.8). The wall is also subjected to a surcharge loading of magnitude, q = 95 kN/m2. Determine the magnitude and location of the passive force, Ppe, due to earthquake conditions. Given: γ = 18 kN/m3, ϕ' = 40°, δ' = 20°, c' = 30 kN/m2, c a = 0 , H = 7 m, and kv = kh = 0.2.

Chapter 14, Problem 14.11P, A retaining wall located in an earthquake zone has a vertical back face and a horizontal backfill

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