酸蚀作用下灰岩抗拉特性及化学损伤机制研究

    STUDY ON THE TENSILE PROPERTIES AND CHEMICAL DAMAGE MECHANISM OF LIMESTONE UNDER ACID EROSION

    • 摘要: 为探究酸性环境对灰岩抗拉特性的影响及化学损伤机制,开展了灰岩在pH=2,6,7溶液中的浸泡试验。采用高精度pH计滴定法,测试浸泡过程中溶液pH值和Ca2+浓度变化规律;通过巴西劈裂试验,分析不同浸泡阶段灰岩抗拉强度的变化规律;基于核磁共振和电镜扫描技术,获取不同浸泡阶段试样细观孔隙特征和微观结构特征的变化规律。结果表明:(1)灰岩在酸岩反应阶段(0~15 d)溶解较剧烈,抗拉强度劣化较快;水解反应阶段(15~60 d)溶解较慢,抗拉强度劣化较缓。(2)酸蚀作用对灰岩宏-细-微观层面均造成了不同的影响,表现为宏观抗拉强度的降低、细观孔隙度增大和微观结构溶蚀现象加剧。(3)抗拉强度、孔隙度和分形维数与损伤变量均具有良好的线性关系,且化学损伤对抗拉强度、孔隙度和分形维数的劣化程度规律不同。(4)酸蚀作用下灰岩破坏形式较为统一,主要平行于加载方向沿试样中部拉裂破坏,但试样的裂纹起点和裂纹形态随化学损伤程度的增加有所不同。研究成果可为相关岩体工程的稳定性评价和灾害预测提供理论依据。

       

      Abstract: To investigate the influence of acidic environments on the tensile properties and chemical damage mechanisms of limestone, experiments were conducted using limestone specimens soaked in acidic solutions with different pH values (2, 6, and 7). The pH values and Ca2+ concentrations of the solutions were measured using a high-precision pH meter titration method. Variations in the tensile strength of limestone at different soaking stages were analyzed through Brazilian splitting tensile strength tests. Utilizing nuclear magnetic resonance and scanning electron microscopy techniques, microscopic changes in the pore and structure of limestone samples during various soaking stages were observed. The results indicate that: (1) Rapid dissolution and a significant decline in tensile strength occurred during the acid-rock reaction stage (0~15 days). In contrast, the processes of dissolution and tensile strength deterioration during the hydrolysis reaction stage (15~60 days) slowed down. (2) Acid erosion influenced limestone specimens both macroscopically and microscopically, resulting in reduced macro-tensile strength, increased micro-porosity, and intensified micro-structural changes. (3) Tensile strength, porosity, and fractal dimension exhibited good linear relationships with damage variables, with chemical damage affecting these properties differently. (4) Failure types of limestone under acid etching were similar, primarily occurring along the middle part of the specimens parallel to the loading direction. However, crack initiations and morphologies varied with an increase in chemical damage degree. These findings contribute to a theoretical basis for evaluating stability and predicting disasters in relevant rock mass engineering projects.

       

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