Sensitivity Analysis of Shear Strength Parameters on the Safety Coefficient of New Ecological Slope

This paper aims to conduct detailed calculations, solving, and analysis on the collaborative slope protection of a new ecological concrete and geogrid, evaluating its feasibility, and proposing corresponding recommendations. Through a thorough investigation of geological conditions, geogrids, soil parameters, and other factors, reliable soil slope design and management suggestions are provided, combining with a specific engineering case. The paper analyzes the sensitivity of shear strength parameters to the safety factor of slopes, validating the feasibility of the collaborative slope protection using the new ecological concrete and geogrid.