Consolidation Analysis of Ideal Sand-Drained Ground with Fractional-Derivative Merchant Model and Non-Darcian Flow Described by Non-Newtonian Index

<div>Influence of <i>I</i><sub>0</sub> on degree of consolidation <i>U</i><sub>p</sub> and <i>U</i><sub>R</sub>.</div>

Mathematical Problems in Engineering

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Figure 7

Figure 7: Consolidation Analysis of Ideal Sand-Drained Ground with Fractional-Derivative Merchant Model and Non-Darcian Flow Described by Non-Newtonian Index 

Figure 7 | Consolidation Analysis of Ideal Sand-Drained Ground with Fractional-Derivative Merchant Model and Non-Darcian Flow Described by Non-Newtonian Index 