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. \(\dfrac{1+e}{1-G}\)


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