Research Article
Consolidation Analysis of Ideal Sand-Drained Ground with Fractional-Derivative Merchant Model and Non-Darcian Flow Described by Non-Newtonian Index
Figure 10
Influence of S on the dissipation of pore water pressure U and degree of consolidation Up. (a) Pore pressure U at impervious boundary (, ). (b) Influence of S on average degree of consolidation Up.
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