Mathematics · Consolidation of Soil
In a consolidation test, when the effective stress increases from 150 kN/m2 to 200 kN/m2, the void ratio decreases from 0.60 to 0.55. Calculate the coefficient of volume compressibility (mv).
- 111600 kN/m2
- 20.05log(1.33)
- 311000 m2/kN
- 411600 m2/kN✓
Correct answer
11600 m2/kN
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