At points B (depth 3 m) and C (depth 6 m), calculate the rest lateral earth pressure Po per unit length of wall given Ko = 1 − sin(φ), φ = 20° (sin 20° = 0.342), unit weight γ = 17 kN/m3.

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Mathematics · Geotechnical Calculations

Verified Solution4 OptionsUpdated: October 2026👁️1 View

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At B: 33.56 kN/m2; At C: 71.10 kN/m2

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Answer 1

At B: 51.32 kN/m2; At C: 33.56 kN/m2

Answer 2

At B: 33.56 kN/m2; At C: 51.32 kN/m2

Answer 3

At B: 33.56 kN/m2; At C: 71.10 kN/m2

Answer 4

At B: 71.10 kN/m2; At C: 33.56 kN/m2

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