Engineering
Engineering, 25.03.2020 17:53, idk7193

In a 1D compression test with double drainage, the pore pressure readings are practically zero after 8 minutes for a clay sample of 2 cm thickness. What will be the duration (in minutes) of the consolidation process for the same clay, if the test is done under single drainage condition?

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In a 1D compression test with double drainage, the pore pressure readings are practically zero after...

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