A landslide in sensitive clay was occurred after the Saguenay earthquake on 25 November 1988 in the municipality of Saint-Adelphe. The soil profile indicates that the deposit is composed of a crust of stiff clay, after the crust the deposit is composed of plastic sensitive clay with consistency soft to stiff. A geotechnical investigation has been carried out in-situ and in laboratory. In addition to the conventional tests, a new seismic simulator was used to develop a geotechnical model of Saint-Adelphe clay. A finite difference analysis has been performed to study the stability of the slope before and during the earthquake and the results show that there is a development of some plastic zone and generation of pore pressure but the global factor of safety of the slope was above the unity. A post-seismic analysis by using the strain-softening behaviour model show a propagation of plastic zone and a development of failure surface close to the observed failure surface. It is then put forward that Saint-Adelphe landslide could be explained by the progressive failure mechanism.