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In a consolidation analysis at the initial stages the pore pressures were fluctuating beyond the possible range of the pore pressures proportional to the load applied. How is this possible?

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In a consolidation analysis at the initial stages the pore pressures were fluctuating beyond the possible range of the pore pressures proportional to the load applied. How is this possible?

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It could be due to the mesh not being fine enough to represent the steep pore pressure gradients near a draining boundary at the initial stages.

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