Research Article

Study on One-Dimensional Large Deformation Consolidation of Soil considering Liquid Phase Inertia

Table 1

Calculation parameters for three typical conditions.

Conditionk/(m/s)Es (MPa)DcDf

I1 × 10−922.078 × 10−172.079 × 10−18
II1 × 10−3404.158 × 10−42.076 × 10−6
III2 × 10−3401.639 × 10−38.81 × 10−5