ISSN 1003-8035 CN 11-2852/P

    热湿循环作用下铜川地区长石砂岩损伤特征研究

    Study on the damage characteristics of feldspar sandstone in the tongchuan area under Thermal-Wet Cycles

    • 摘要: 岩土体受热湿变化影响显著,其内部结构与强度性能变化严重威胁洞室稳定性。以陕西省铜川市砂岩为研究对象,开展了持续不断直至试样破坏的热湿循环试验,分析了不同循环次数后砂岩的物理性质变化规律与声发射特征,探讨了热湿循环对岩石的损伤机制。研究结果表明:随热湿循环次数的增加,砂岩的质量损失率先增加后减少,表面粗糙度持续增大,由初始的0.043增至0.214,砂岩内部的微孔(r<0.1 μm)数量减少,中孔(0.1 μm<r<1 μm)数量增多,大孔(r>1 μm)数量几乎不变;20次热湿循环后样品表面开始萌生裂纹并迅速发育扩展,70次循环时贯穿整个试样;砂岩的热声发射活动性随热湿循环的进行显著增强,不同循环次数声发射特征的变化均可分为三个阶段:阶段一(0~200 s)微裂纹处于缓慢稳定扩展,振铃计数较少,累计振铃计数缓慢增加,声发射b值在一定范围内波动;阶段二(200~700 s)微裂纹处于不稳定破坏,声发射活动和振铃计数增多,累计振铃计数迅速增加,声发射b值频繁大幅度波动:阶段三(700~900 s),砂岩破坏基本稳定,声发射活动和振铃计数开始减少,累计振铃计数趋于平稳,声发射b值下降。砂岩质量损失率、粗糙度与声发射信号总数呈高度相关。研究揭示了循环热湿环境下砂岩的损伤演化机制,相关研究成果可为古洞室岩体保护提供科学依据。

       

      Abstract: Rock and soil masses are significantly affected by thermal-wet cycles, and the resulting changes in their internal structure and strength poses a serious threat to cavern stability. In this study, sandstone samples from Tongchuan City, Shaanxi Province were subjected to continuous thermal-wet cycles tests until failure. The variation in physical properties and acoustic emission characteristics after different number of cycles were analyzed to investigate the damage mechanism induced by thermal-wet cycling. The research results indicate with increasing cycle numbers, the mass loss rate of sandstone first increases and then decreases, while surface roughness increases continuously from 0.043 to 0.214. The number of micropores (r<0.1 μm) decreases, mesopores (0.1 μm<r<1 μm) increase, and macropores (r>1 μm) remain almost unchanged. After 20 cycles, cracks began to appear on the sample surface and rapidly develop, penetrating the entire sample at 70 cycles. The thermal acoustic emission activity of sandstone is significantly enhanced with cycling, and the changes in acoustic emission characteristics can be divided into three stages: Stage I (0−200 s), microcracks expand slowly and stably, with few ringing counts, a gradual increase in cumulative counts, and b-values fluctuating within a limited range; Stage II (200−700 s), microcracks undergo unstable propagation, with increased acoustic emission activity and ringing counts, and a rapid increase in cumulative ringing count with frequent and significant fluctuations in acoustic emission b value. Stage III (700−900 s), sandstone failure becomes essentially stable, acoustic emission activity and ringing counts decline, cumulative counts plateau, and b-values decrease. A strong correlation is observed between mass loss rate, surface roughness, and the total number of AE signals. The research reveals the damage evolution mechanism of sandstone under cyclic thermal-humid conditions. The findings provide a scientific basis for the protection of ancient cavern rock masses.

       

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