Stability Analysis and Reinforcement Management of Slope

Abstract

The sliding damage occurred on a slope site due to rainfall and other environmental conditions, and the slope stability coefficient was calculated to be 1.05 based on the numerical analysis model of the slope based on the site investigation data, which did not meet the reinforcement requirements of the code. The slope stability coefficient after reinforcement is 1.39, which is 32.4% higher than that before reinforcement, indicating that the reinforcement scheme is feasible.