The slope instability is associated with increasing rate of rainfall infiltration which cause shear strength reduction and suction loss and the slope tend to failure.The influences of rainfall infiltration on the stability of clayey and sandy slopes have been analyzed but the effect of rainfall infiltration on the stabihty of unsaturated coal gangue accumulated slope was needed to study.Therefore,a coal gangue accumulated slope prone to failure in Fuxin area of Northeast China was considered to evaluate its failure mechanism under different rainfall events.The effects after five different rainfall events on slope stability were physically analyzed,numerically investigated and the results from both uncoupled (hydraulic) and coupled (hydro-mechanical) responses were compared using finite element analysis.It was observed that the decisive soaking and leaching under different rainfall conditions caused maximum deformation at the crest of slope due to maximum value of permeability coefficient of coal gangue.The critical duration of moderate intensity (147 mm/day) of rainfall for the instability of coal gangue accumulated slope is declared as five days.The results from finite clement analysis in this paper further clarifies that increase in duration of rainfall infiltration process cause hysteretic change in positive pore-water pressure causing decrease in factor of safety and increase in deformation.It is concluded that the stability of unsaturated coal gangue accumulated slope is greatly influence by the coupled effect of stress and pore-water pressure in comparison of uncoupled (hydraulic)analysis as the obtained factor of safety values after five days of rainfall infiltration were 0.9 and 1.1 respectively.