A completely saturated clay sample is loaded in a cell test
A completely saturated clay sample is loaded in a cell test by a vertical stress of 80 kPa. Due to this load the cell pressure is found to increase by 20 kPa. If the soil were perfectly elastic, what would then be the increment of the pore pressure?
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a completely saturated clay sample is loaded in a cell test by a vertical stress of 80 kpa due to this load the cell
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