Abstract:The relationship between strength parameters and critical sliding surface is established to complete derivation in the analysis of seismic performance parameters of slope reinforcement based on the traditional Swedish method. In this work, a novel method for the analysis of the seismic performance parameters of slope reinforcements is proposed to improve the seismic performance of slope reinforcements. The upper-bound limit analysis method based on polar slice and nonlinear Mohr-Coulomb failure criterion is used to analyze the influence of slope reinforcement measurements on slope seismic performance. Slope seismic behavior is determined through the calculation of different energy powers in the presence and absence of reinforcement measures, and the optimal solution for the seismic performance parameters of slope reinforcement is obtained by using MATLAB software. Experiments prove that the potential failure range of the slope is greatly affected by loading on the top of the slope and the reinforcement of the slope. High seismic load coefficients and nonlinear coefficient are associated with the low nonlinear strength of soil and the intense effect of seismic load on slope seismic performance. The optimal seismic support orientation of slope antislide pile is located at XF/Lx=0.7. When the seismic load increases from 0 to 0.2 with the nonlinear coefficients of 1.2, 1.4, 1.6, and 2.0, the seismic performance of the slope decreases by 40.1%, 46.8%, 57.5%, and 61.5%, respectively. The new seismic performance parameter analysis method can effectively improve the accuracy of results, and the seismic performance of slope reinforcement can be accurately analyzed.