轴压下掺铁尾矿砂和水泥的生土材料细观损伤演化研究  

Study on Dynamic Mesoscopic Damage Evolution of Raw Soil Materials Mixed with Iron Tailings Sand and Cement under Axial Compression

作　　者：张坤[1,2] 杨文豪 吕雪瑞 付智勇 芦白茹[4] 杨战社 ZHANG Kun;YANG Wenhao;LYU Xuerui;FU Zhiyong;LU Bairu;YANG Zhanshe(Civil Engineering College,Xi’an Shiyou University,Xi’an Shaanxi 710065,China;Postdoctoral Innovation Base/Construction of Infrastructure Department,Xi’an Shiyou University,Xi’an Shaanxi 710065,China;Mechanical Engineering College,Xi’an Shiyou University,Xi’an Shaanxi 710065,China;Human Settlements Civil Engineering College,Xi’an Eurasia University,Xi’an Shaanxi 710065,China)

机构地区：[1]西安石油大学土木工程学院,陕西西安710065 [2]西安石油大学博士后创新基地/基建处,陕西西安710065 [3]西安石油大学机械工程学院,陕西西安710065 [4]西安欧亚学院人居环境学院,陕西西安710065

出　　处：《新疆大学学报（自然科学版中英文）》2024年第4期488-496,共9页Journal of Xinjiang University(Natural Science Edition in Chinese and English)

基　　金：国家自然科学基金“纤维增强生土互锁砌块墙体抗震/保温性能一体化提升机理”(52308204);陕西省自然科学基础研究计划青年项目“构型力学理论对生土基材料受力损伤机理研究”(2022JQ-562);西安市科技计划项目“装配式自嵌固生态组合产业化农房建筑设计理论及应用研究”(2022JHRYFW-0125);西安石油大学研究生创新与实践项目“轴压下掺铁尾矿砂和水泥的生土材料细观损伤演化研究”(YCS23214279).

摘　　要：为研究铁尾矿砂改性生土基材料在轴压下的损伤演化性能,采用CT技术,对不同应力状态下材料内部二值化图像进行分析.通过阈值分割,从细观上数值化各应力状态断面图像.研究材料分形维数、孔隙率和应力-应变(ε-σ)曲线演化规律,并阐明材料从受荷直至破坏的细观机理.结果表明:分形维数随受荷增大显著增加,σ=2.38 MPa时,分形维数最大.分形维数的变化趋势可间接表征试件受压时各扫描断面的不规则程度、粗糙度、裂缝与孔隙的发展情况.材料孔隙率随应力增大明显增加.以孔隙率为指标的材料损伤因子变化趋势与孔隙率变化规律相同,可有效反映材料在轴压下的破坏发展规律,也可作为研究改性生土试件损伤演化的定量参数.To study the damage evolution performance of iron tailings-modified rammed earth-based materials under dynamic loading,CT technology was used to analyze binary images of the material’s interior under different stress states.Cross-sectional images were digitized by threshold segmentation at a microscopic level in each stress state.This research focused on the fractal dimension,porosity,and ε-σ curve evolution of the material,elucidating the microscopic mechanisms of materials from loading to failure.The results indicated that the fractal dimension increased significantly with increasing strength of material,reaching its maximum at σ=2.38 MPa.The irregularity,roughness,and development of cracks and pores in the scanned cross-sections during compression could be charac-terized by the changing trend of the fractal dimension indirectly.The porosity of the composite increased noticeably as the material undergoes failure and stress increases.The change trend of the material damage factor with porosity as index had same rules of the change of porosity,effectively reflecting the development of damage under axial compression and serving as a quantitative parameter for studying the damage evolution of modified rammed earth specimens.

关 键 词：计算机断层扫描(CT)技术 改性生土材料 分形维数 孔隙率 损伤因子 

分 类 号：TU411.3[建筑科学—岩土工程]