Research Article
Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System
Table 1
Characteristics adopted in the study for Pressure-Independent Multiyield model.
| | Unity | Description | Model | Mass
(ton/m3) | G (kPa) | B (kPa) | Cohesi on (kPa) | Peak shear strain (%) | Ref. press (kPa) | Pressure
depend.
coeff. |
| | Unit 3 | Pliocene clays | Pressure independ. multiyield | 1.8 | 245090 | 408483 | 150 | 0.03 | 270 | 0 |
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