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| Q.56 | For a normally consolidated coarse grained soil, the effective angle of internal friction was obtained as 30°. Its coefficient of lateral earth pressure at rest (K0) would be nearest to: | |
| Ans | A. 0.75 | |
| B. 0.30 | ||
| C. 0.15 | ||
| D. 0.50 |
Correct Ans Provided: D
