In a cohesionless soil element located within the backfill of a retaining wall, the major principal stress is oriented how when the soil is in an active plastic equilibrium state?

Soil Mechanics and Foundation Engineering MCQs for PPSC, FPSC, NTS, and Pakistan government job tests. Select an option below, then read the explanation.

Soil Mechanics and Foundation Engineering

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Subject
Soil Mechanics and Foundation Engineeringcivil-engineering-mcqs › soil-mechanics-and-foundation-engineering
Published
12 Jan 2019
Last updated
28 May 2026

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Explanation

The major principal stress in cohesionless soil behind a retaining wall is vertical when the soil is in an active state of plastic equilibrium. If the soil is in a passive state, the orientation differs. Therefore, the correct answer is that the major principal stress is vertical under active plastic equilibrium conditions.

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