MCQOPTIONS
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| 1. |
The critical gradient of the seepage of water in a soil medium is (Where G=Specific gravity of soil, and e=Void ratio.) |
| A. | \(\dfrac{1-G}{1+e}\) |
| B. | \(\dfrac{G-1}{1+e}\) |
| C. | \(\dfrac{1+e}{1-G}\) |
| D. | \(\dfrac{1+e}{G-1}\) |
| Answer» C. \(\dfrac{1+e}{1-G}\) | |