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For a saturated sanddeposit - the void ratio and thespecific gravity of solids are 0.70and 2.67 - respectively. Thecritical (upward) hydraulicgradient for the deposit would we

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For a saturated sanddeposit - the void ratio and thespecific gravity of solids are 0.70and 2.67 - respectively. Thecritical (upward) hydraulicgradient for the deposit would we






 
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