Fractal theory-based analysis of strength degradation in steel slag powder-stabilized soil under chloride ion environment

基于分形理论的氯离子环境下钢渣粉稳定土强度退化分析

阅读:2

Abstract

To investigate the impact of chloride ion erosion in marine environments on the microstructure and macroscopic mechanical properties of solidified soil, this study combines fractal theory with image processing techniques to analyze the changes in cement-solidified soil (CS), steel slag powder + cement-solidified soil (SSP-CS), and activator-doped steel slag powder + cement-solidified soil (A-SSP-CS) under different ion erosion conditions. Erosion tests were conducted for 7 to 120 days using seawater, distilled water, and typical corrosive ions in seawater (Cl⁻, Mg²⁺), and the unconfined compressive strength (UCS) of the specimens was measured. Scanning electron microscopy (SEM) and OpenCV techniques were employed to process microstructural images of the specimens, extracting and calculating the fractal dimensions. The results show a strong correlation between UCS changes and fractal dimension variations for CS, A-SSP-CS, and SSP-CS under different erosion conditions. Fractal dimensions effectively characterize the influence of microstructural changes on macroscopic performance and can predict the strength evolution of solidified soils in various erosion environments, providing a scientific basis for improving the erosion resistance of marine solidified soils.

特别声明

1、本页面内容包含部分的内容是基于公开信息的合理引用;引用内容仅为补充信息,不代表本站立场。

2、若认为本页面引用内容涉及侵权,请及时与本站联系,我们将第一时间处理。

3、其他媒体/个人如需使用本页面原创内容,需注明“来源:[生知库]”并获得授权;使用引用内容的,需自行联系原作者获得许可。

4、投稿及合作请联系:info@biocloudy.com。