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Taking one typical reservoir bank slope as example, do comparative analysis on internal force and displacement of slope under different draining conditions through utilizing finite element software ABAQUS. Analysis results show that thrust of slope on retaining wall obviously increases with the lengthening of rainfall time interval without draining. Horizontal displacement also presents different levels of increasing along wall height. Finally it proposes suggestions on stability measures of retaining wall thus providing references for the design, construction and maintenance of draining capacity of reservoir bank slope retaining wall.

Research on Influences of Retaining Wall Draining Capacity on Stability of Reservoir Bank Slope Retaining Wall