关键词: 钢渣稳定土, 裂隙, 单轴加载, CT扫描, 结构损伤

Abstract: As a new type of subgrade fill, steel slag-stabilized soil was characterized by high heterogeneity and discontinuity. It is difficult to directly study the microscopic characteristics of its failure mechanism through traditional mechanical testing and theoretical analysis methods. In order to reveal the damage mechanism of steel slag-stabilized soil, uniaxial compression tests were conducted combined with a real-time X-ray computed tomography (CT) test, and the dynamic evolution characteristics of microscopic cracks under four typical strain levels were analyzed based on image processing and three-dimensional visualization. The results show that the steel slag-stabilized soil experienced four stages, including initial compaction, elastic deformation, plastic yield and residual deformation. A localized shear band appeared in the middle of the specimen in uniaxial compression process. The two-dimensional porosity and dispersion degree of crack distribution continuously improved with the increasing axial strain. Three-dimensional reconstruction models vividly revealed that the cracks experienced three development stages, including initial germination, rapid expansion and stable state. Three-dimensional porosity and crack connectivity are exponential function and linear function respectively with axial strain. The pore size distributions show that the primary cracks gradually expand and penetrate through the entire specimen and contribute to a main fracture that leads to the structural damage. Thus, the expansion and connection of cracks are the internal reasons of strength softening and instability failure of specimen under uniaxial loading. The uniaxial compression-CT real-time scanning results can effectively reveal the damage evolution characteristics of materials. The research results provide a new perspective for understanding the failure mechanism of soils and have important reference for promoting the application of industrial waste slag in geotechnical engineering.

Key words: steel slag-stabilized soil, cracks, uniaxial loading, CT scanning, structural damage