Force analysis of slope reinforced by Frame-Anchor-Support-Structure based on improved horizontal slice method.

ABSTRACT: As a flexible support structure commonly used in slope stabilization and management, the Frame-Anchor-Support-Structure (FASS) is of great significance in studying the actual stress situation to ensure the safety of slopes. In this paper, based on the traditional horizontal slice method, utilizing the principle that the vertical slice method and the horizontal slice method share the same sliding surface, the inter-strip force between soil slices, the effect of the FASS, the effect of the slope-top uniform load, and the relationship between the vertical slice method and the horizontal slice method of the force conversion is considered at the same time. The improved horizontal slice method for the slope reinforced by the FASS is also proposed, and the force calculation formula for the slope

SUBMITTER: Fang GW 

PROVIDER: S-EPMC11805443 | biostudies-literature | 2025

REPOSITORIES: biostudies-literature