Abstract
The method of the seepage analysis of rainfall in the slope was developed by using the finite element method. The slice methods of the stability analysis were mutually compared . The following conclusions were derived.
The distribution of the pore pressure obtained by computation agrees with one observed in the laboratory experiment of the seepage of rainfall in the slope. The stability analysis of the slope during the seepage of rainfall becomes possible depending on the computed distributionof the pore pressures in the slope. Janbu method and modified Fellenius method are suitable for the stability analysis of the slope during the seepage of rainfall.
