Compute the effective stress at elevation a at the bottom

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Assume the soil of Fig. 7.10. has a saturated density of 1.94 Mg/m;. If the head of water It above elevation B is 2.34 m, compute the effective stress at elevation A at the bottom of the soil sample during flow. What is the effective stress under these conditions at midheight in the soil column during steady-state flow?

Reference no: EM131165112

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