Research Article
An Elastic-Viscoplastic Model for Time-Dependent Behavior of Soft Clay and Its Application on Rheological Consolidation
Table 1
Property of testing material.
| | Property | Value |
| | Embedded depth (m) | 3.5~4.5 | | Specific gravity | 2.67 | | Moist unit weight (kN/m3) | 17.3 | | Water content (%) | 40.4 | | Void ratio | 1.08 | | Liquid limit (%) | 42.5 | | Plastic limit (%) | 24.9 | | Plasticity index | 17.6 | | Slope of the critical state line | 0.898 | | Slope of compression curve | 0.102 | | Slope of the recompression curve | 0.015 |
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