The invention discloses a riverbed type
plant dam section anti-sliding stability
safety coefficient prediction method, which comprises the following steps of: acquiring actually-measured deformation data of a plurality of monitoring points of a riverbed type
plant dam section in a time interval, and eliminating an aging component in the actually-measured deformation data as a monitoring value; substituting the time-varying parameter inversion target function to obtain the time-varying parameter of the dam section rock
mass in the time interval through inversion; in the time interval, finite elements are adopted to calculate the anti-sliding stability safety coefficients of the dam section under multiple groups of different upstream water levels, downstream water levels and
uplift pressure reduction coefficients; repeating all the previous steps in a plurality of continuous time intervals, and then training the SVR model by adopting the upstream
water level, the downstream
water level, the
uplift pressure reduction coefficient, the time-varying parameter and the anti-sliding stability
safety coefficient of all groups to obtain a prediction model; and obtaining the upstream
water level, the downstream water level, the
uplift pressure reduction coefficient and the time-varying parameter of the
river bed type
plant dam section at the monitoring moment, and inputting the prediction model to obtain the anti-sliding stability
safety coefficient at the monitoring moment.