1.

If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is

A. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/34-11.79-1.png">
B. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/34-11.79-2.png">
C. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/34-11.79-3.png">
D. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/34-11.79-4.png">
Answer» B. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/34-11.79-2.png">


Discussion

No Comment Found