Mathematical Problems in Engineering / 2014 / Article / Tab 2

Research Article

The Drainage Consolidation Modeling of Sand Drain in Red Mud Tailing and Analysis on the Change Law of the Pore Water Pressure

Table 2

The initial value of each calculation parameter.

Diameter of sand drain Separation distance of sand drain Calculation depth Loading rate Coefficient of consolidation Action radius

0.30 m3.0 m20.0 m39 kPa/y0.0021.575 m