Effective stress

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Venpr

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I'm confused in calculating the effective vertical stress in a sandy gravel soil layer below the graound water level and it is between a sand layer on the top and a clay layer on the bottom.

What unit weight i have to consider the sand unit waight or I need the porosity(n)of the sandy gravel to get the unit waight?

 
Can you post the problem question? The unit weight of sandy gravel can vary.

 
Effective stress requires a depth of the soil as well as how far beneath the ground surface the water is located. There are many ways to solve for the unit weight of a soil. Best of luck to you.

 
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