关键词: 土拱效应, 相对变形, 物理模型试验, 动态机制

Abstract: In order to analyze the dynamic evolution process of the soil arch behind anti-slide pile, a novel type of soil mass relative deformation monitoring system was designed, and a series of physical model tests was conducted. Two dimensionless parameters were introduced based on the monitoring data in the tests, for characterizing the relative deformation degree and uneven deformation degree of sliding mass. Some findings were observed. The evolution process of soil arch can be divided into three stages based on the curve characteristics of soil arch deformation and lateral thrust behind piles: elastic formation stage, plastic development stage and failure stage. And significant three-dimensional failure characteristics were observed in failure stage: on the horizontal plane, the soil arch exhibited layered arch ring extrusion failure; on the vertical plane, the soil in the middle parts of sliding mass first cracked and collapsed, and then a catenary-shaped crack appeared on the top of sliding mass. The strength parameters of the sliding mass around piles were in a dynamic strengthening process in the sliding process with the change of relative deformation. As far as the degree of strengthening was concerned, cohesion was more sensitive than angle of internal friction. The relative deformation degree and parameter strengthening degree of the sliding mass relatively backward in the early stage were higher than those of the sliding mass relatively forward. Therefore, the cracks in the sliding mass around the piles gradually deflected towards the center line between the piles in the process of cracks developing backward, and formed a stable supported arch structure after the cracks coalesced.

Key words: soil arch effect, relative deformation, physical model tests, dynamic mechanism