热作用下煤层顶板岩石力学性质动态演化特征以新疆百口泉地区为例

Dynamic evolution of rock mechanical properties of coal seam roofs under thermal loading: A case study of the Baikouquan area, Xinjiang, China

  • 摘要:
    目的 作为煤炭资源清洁利用的关键技术,煤炭地下气化(UCG)过程中围岩在热作用下的热损伤行为直接影响地下气化通道的稳定性与工程安全。
    方法 针对UCG围岩热损伤问题,以新疆百口泉地区西山窑组煤层顶板粉砂质泥岩与粗砂岩为研究对象,通过高温单轴压缩实验结合X射线衍射(XRD)与扫描电镜(SEM)表征方法,系统研究热作用下岩石力学性质动态演化规律及其宏–微观损伤分异特征,定量界定热损伤临界阈值并分析协同致损机制。
    结果和结论 (1) 粉砂质泥岩力学性质经历热强化(25~<400 ℃)–热损伤(400~600 ℃)–热烧结(>600~800 ℃) 3阶段,峰值应力依次提升36.24%、衰减45.99%和跃升75.20%;粗砂岩经历脱水弱化(25~<200 ℃)–热膨胀压密(200~<400 ℃)–热损伤(400~800 ℃) 3阶段,峰值应力依次衰减50.74%、45.16%和52.78%;在400~600 ℃,二者弹性模量显著下降至58.87%和69.42%,损伤变量分别跃升至0.59和0.69。(2) 粉砂质泥岩3阶段控制机理分别以热蒸发–热膨胀协同作用、热破裂–矿物相变协同破坏和烧结反应主导,粗砂岩3阶段分别以热蒸发作用、热膨胀作用和热破裂–矿物相变主导。(3) 400 ℃是两类岩石热破裂与矿物相变(石英α-β相变、高岭石脱羟基)协同破坏的起始阈值温度,超过该阈值围岩过渡区损伤加速扩展,工程实践中氧化带关键封闭性顶板温度需严格控制在<400 ℃,以规避岩体失稳风险。研究明确了新疆百口泉地区UCG围岩的热损伤阈值及热作用下岩石力学分异机制,为气化通道安全设计提供了关键温度敏感性参数与稳定性控制阈值判据。

     

    Abstract:
    Objective Underground coal gasification (UCG) represents a key technology for the clean utilization of coal resources. However, during the UCG process, thermal damage to surrounding rocks under thermal effects directly affects the stability and engineering safety of gasification channels.
    Methods To address the thermal damage to surrounding rocks during UCG, this study investigated the silty mudstones and coarse-grained sandstones in the coal seam roof of the Xishanyao Formation, Baikouquan area, Xinjiang. Through high-temperature uniaxial compression experiments, combined with characterization methods like X-ray diffraction (XRD) and scanning electron microscopy (SEM), this study delved into the dynamic evolutionary patterns of rock mechanical properties and the macro-micro damage differentiation of both rock types under thermal effects. Moreover, this study quantified the critical threshold of thermal damage and analyzed the synergistic damage-inducing mechanisms.
    Results and Conclusions  In terms of rock mechanical properties, the silty mudstones experienced thermal strengthening (25 ℃ to <400 ℃), thermal damage (400‒600 ℃), and thermal sintering (>600 ℃ to ≤800 ℃) stages, with peak stresses showing an increase of 36.24%, a decrease of 45.99%, and a surge of 75.20%, respectively. In contrast, the coarse-grained sandstones experienced the dehydration weakening (25 ℃ to <200 ℃), thermal expansion-induced compaction (200 ℃ to <400 ℃), and thermal damage (400‒800 ℃) stages, with peak stresses decreasing by 50.74%, 45.16%, and 52.78%, respectively. At 400‒600 ℃, the elastic moduli of the silty mudstones and coarse-grained sandstones significantly decreased to 58.87% and 69.42%, respectively, and their damage variables surged to 0.59 and 0.69, respectively. Concerning the controlling mechanisms in the three evolutionary stages, the silty mudstones were subjected to the synergistic effects of thermal evaporation and expansion, the synergistic destruction of thermal cracking and mineral phase transitions, and the sintering reaction process, sequentially. In contrast, for the coarse-grained sandstones, the controlling mechanisms in the three stages were dominated by thermal evaporation, thermal expansion, and thermal cracking - mineral phase transition in sequence. A temperature of 400℃ was identified as the initial threshold for the synergistic destruction by thermal cracking and mineral phase transitions (e.g., α–β phase transition of quartz, and kaolinite dehydroxylation) of both rock types. Beyond this threshold, damage to the transition zone of surrounding rocks accelerated. Therefore, in engineering practice, the temperatures of key roofs with sealing capacities in oxidation zones must be controlled below 400℃ to mitigate the rock instability risk. Overall, this study determines the thermal damage threshold and rock mechanical differentiation mechanisms of surrounding rocks under UCG-induced thermal effects in the Baikouquan area, providing key temperature-sensitive parameters and stability control criteria for the safe design of gasification channels.

     

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