基于NMR的力-酸耦合作用下水泥砂浆微观劣化研究

    Investigating microstructural degradation of cement mortar under combined mechanical-acid attack: An NMR study

    • 摘要: 为探究力-酸耦合侵蚀作用下水泥砂浆微观结构的劣化机制,本文采用低场核磁共振(NMR)技术对pH=3、5酸性溶液及10%单轴抗压强度-酸耦合作用后的试样进行无损检测,通过孔径分布、分形理论、孔隙敏感性分析其劣化机理。结果表明:酸侵蚀显著降低孔隙结构稳定性,荷载作用下大孔隙更易压密形成微裂纹,导致凝胶孔含量增加,平均孔隙半径减小;凝胶孔与毛细孔对酸环境敏感性不同,0.4-2.0 ms区间的毛细孔呈正敏感性,而2.0-10.0 ms区间为负敏感性,力-酸耦合强化毛细孔敏感性而弱化凝胶孔的敏感性;分形维数分析表明,酸侵蚀、力-酸耦合均使孔隙分形维数降低,其中耦合作用导致孔隙结构简化程度最显著,这表明荷载会加剧酸蚀孔隙系统的复杂程度。研究结果可为评估复杂环境下水泥基材料的耐久性提供理论依据。

       

      Abstract: To investigate the deterioration mechanism of the microstructure of cement mortar under force-acid coupling erosion, this study employed low-field nuclear magnetic resonance (NMR) technology for non-destructive testing. The testing was conducted on acidic solutions with pH values of 3 and 5, as well as on samples subjected to 10% uniaxial compressive strength coupled with acid erosion. The deterioration mechanism was analyzed using pore size distribution, fractal theory, and pore sensitivity. The results indicate that acid erosion substantially compromises the stability of the pore structure. Under loading conditions, large pores are more prone to compaction, leading to the formation of microcracks. This process increases the proportion of gel pores while decreasing the average pore radius. Gel pores and capillary pores exhibit distinct sensitivities to the acid environment. Capillary pores within the range of 0.4–2.0 ms demonstrate positive sensitivity, whereas those in the range of 2.0–10.0 ms exhibit negative sensitivity. Force-acid coupling enhances the sensitivity of capillary pores but diminishes that of gel pores. Fractal dimension analysis reveals that both acid erosion and force-acid coupling reduce the fractal dimension of the pore structure. Notably, the coupling effect induces the most significant simplification of the pore structure, suggesting that loading exacerbates the complexity of the acid-eroded pore system. These findings provide a theoretical foundation for assessing the durability of cement-based materials in complex environments.

       

    /

    返回文章
    返回