PREDICTION OF WATER RETENTION CURVE BY 3D GRANULOMETRIC AND VOXEL PERCOLATION METHODS (121)
The pore size in sandy soil obtained from 3D granulometric method (3DGM) is deduced from Young–Laplace’s law and a water retention test for the drainage process. The perforated-pore diameter originally proposed in this study, called the voxel-percolation method (VPM), are compared and then, the effectiveness of the VPM are discussed.