Research Article
Experimental Study on Consolidation Characteristics of Concentrated Full Tailings and Research on Pore Water Relief Methods of Piles
Table 2
The parameters of the CFT for consolidation simulation.
| | No. | Material | Unit weight (kN/m3) | Saturated weight (kN/m3) | Poisson’s ratio | Permeability coefficient (m/d) | Initial void ratio | Overconsolidation ratio | Normal consolidation line slope | Overconsolidation line slope | Critical state line slope |
| | 1 | CFT | 18.5 | 19.0 | 0.38 | 0.00864 | 1.0 | 0.5 | 1.217 | 0.013 | 1.217 | | 2 | Foundation | 20.0 | 21 | 0.3 | 0.000864 | — | — | — | — | — |
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