氯盐溶液作用下贺兰山遗迹岩石损伤规律研究

    DAMAGE MECHANISMS OF SANDSTONE RELICS IN HELAN MOUNTAIN UNDER CHLORIDE SALT ENVIRONMENTS

    • 摘要: 针对可溶盐溶液加剧贺兰山遗迹岩石损伤但演化规律尚不明确的问题,本研究选取钙质胶结不等粒长石砂岩为研究对象,结合遗迹区实际气候水文条件,采用NaCl和CaCl2两种溶液,分别开展冻融循环试验与三轴压缩试验,并与干燥对照组进行对比。系统分析了试样波速、质量、孔隙率及回弹值的变化规律,探究岩样强度随冻融循环次数的变化特征;进而考虑质量损失率,联合波速与孔隙率定义损伤变量,以实现岩体损伤的定量评价。结果表明:在两种氯盐溶液环境下,岩石的弹性模量、峰值应力、波速及回弹值均随循环次数增加呈二次函数下降,而孔隙率和质量损失率呈二次增大趋势;干燥组的物理力学指标变化趋势与溶液组一致,但符合线性规律。经40次冻融循环后,氯盐溶液环境下岩石弹性模量均降低约20%,约为干燥组的4倍,说明可溶盐溶液显著加速岩样劣化,尤以偏弱酸性的CaCl2溶液作用更为突出。所提出的多参数损伤变量有效克服了单一指标的局限性,并在90%置信区间内验证了其可靠性。进一步揭示了弱酸性CaCl2溶液加速胶结物溶蚀的微观机制,建立了氯盐-冻融耦合损伤经验模型,初步实现了遗迹岩体的定量分级保护。

       

      Abstract: To address the unresolved issue of the deterioration evolution of rock relics in the Helan Mountain region induced by soluble salt solutions, this study selects calcite-cemented inequigranular feldspathic sandstone as the research object. Considering the actual climatic and hydrological conditions of the relic area, two salt solutions, NaCl and CaCl2, are employed to conduct freeze-thaw cycling tests and triaxial compression tests, with a dry control group for comparison. The variations in P-wave velocity, mass, porosity, and rebound value of the specimens are systematically analyzed, and the degradation characteristics of rock strength with increasing freeze-thaw cycles are investigated. Furthermore, taking into account the mass loss rate, a damage variable is defined by combining wave velocity and porosity to enable quantitative evaluation of rock damage. The results indicate that under both chloride salt solutions, the elastic modulus, peak stress, wave velocity, and rebound value decrease as a quadratic function of the number of cycles, whereas porosity and mass loss rate exhibit a quadratic increasing trend. The physico-mechanical indicators of the dry group follow the same trend as those of the salt-solution groups but conform to a linear relationship. After 40 freeze-thaw cycles, the elastic modulus of rocks in chloride salt solutions decreases by approximately 20%, which is about four times that of the dry group, demonstrating that soluble salt solutions significantly accelerate rock deterioration, with the weakly acidic CaCl2 solution exerting a more pronounced effect. The proposed multi-parameter damage variable effectively overcomes the limitations of a single indicator, and its reliability is validated within a 90% confidence interval. Furthermore, the microscopic mechanism by which the weakly acidic CaCl2 solution accelerates cement dissolution is elucidated, and an empirical chloride-salt-freeze-thaw coupled damage model is established, enabling a preliminary quantitative grading protection for the relic rock mass.

       

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