The invention discloses a method and a
system for evaluating the
bearing capacity of the lower part of a scouring damage bridge under the action of multiple loads. The method comprises the following steps: constructing a
pier-bearing platform-
pile-soil
system model; introducing a vehicle load, a flood load, a
pier top additional
bending moment, a bridge scouring depth and a
pier submerging depth into the
system model as working conditions to obtain a mechanical model; calculating a total
potential energy function of the system, establishing a horizontal displacement curve function containing undetermined parameters of the system, and setting boundary conditions of the system; constructing a
linear algebraic equation of the to-be-determined parameters based on a
potential energy stationary value principle; the undetermined parameters are solved, and pier top displacement is obtained; calculating a pier top drift rate, wherein the pier top drift rate is used for evaluating the
bearing capacity of the lower part of the bridge; and constructing a lower structure
bearing capacity evaluation model, inputting the working condition parameters influencing the lower bearing capacity of the bridge, and outputting the pier top displacement and the pier top drift rate. According to the method, the bearing capacity of the lower part of the bridge under the flood-vehicle multi-load combined action can be quickly and accurately evaluated.