The Scientific World Journal / 2014 / Article / Tab 1

Research Article

Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response

Table 1

Properties of the Toyoura sand used in this study.

ParameterValue

Specific gravity ()2.65
Maximum void ratio ()0.997
Minimum void ratio ()0.597
Mean diameter (): mm0.17
Uniformity coefficient, Cu1.7