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Chapter 12: Lateral Earth Pressure

Chapter 12: Lateral Earth Pressure

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The force R will be inclined at an angle ϕ’ to the normal drawn to BC1. 3. The active force per unit length of the wall, Pa, which will be inclined at an angle ′ to the normal drawn to the back face of the wall. The maximum value of Pa thus determined is Coulomb’s active force (see ... If the backfill behind the wall is a granular soil ...

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