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深埋弱胶结顶板离层型水砂突涌启动机制试验研究

Experimental study on initiation mechanism of water and sand inrush in deep buried weakly cemented roof separation type

  • 摘要: 西北深埋侏罗纪煤系地层具有成岩时间晚,泥岩遇水泥化、膨胀,砂岩胶结强度低、遇水可崩解的特点,在弱富水条件下发生多起离层型水砂突涌灾害。针对泥砂岩互层结构顶板离层型水砂突涌启动机制不清、灾害难以预测的问题,采用水砂突涌启动试验装置,通过注气补压的方式,实现了水压的动态调控;设计了25组静、动水压正交试验,获得了水头高度、裂隙宽度、裂隙角度、黏土层厚度和颗粒级配等主控因素对水砂突涌的影响规律,分析了水砂突涌启动的阶段性特征;采用响应面法,建立了水砂突涌隶属数值与各主控因素之间的二次多项式回归方程,分析了各主控因素及两两交互因素对水砂突涌启动的影响大小;对比分析了静、动水压作用下水砂突涌启动灾变现象,阐述了静、动水压作用下水砂启动的差异。结果表明:采用注气补压的方式实现了离层汇水聚压过程的模拟,为模拟研究离层汇水聚压提供了新的思路;水砂突涌启动具有明显的阶段特征,可划分为初始渗水阶段、加速渗流阶段、管涌阶段和水砂突涌4个阶段;各主控因素对水砂突涌隶属数值的影响程度分别为黏土层厚度>水头高度>裂隙宽度>裂隙角度>颗粒级配;动水压作用下加速了水砂突涌灾害的发生,其排序为持续注气补压>间歇注气补压>静水压力。研究结果可为西部深埋侏罗纪煤田顶板离层型水砂突涌灾害防治提供理论基础。

     

    Abstract: The Jurassic coal bearing strata buried deep in the northwest have the characteristics of late diagenesis, mudstone cementation and expansion, low bonding strength of sandstone, and disintegration when exposed to water. Under weak and rich water conditions, multiple water sand outburst disasters occur. In response to the problem of unclear starting mechanism and difficulty in predicting disasters caused by water and sand inrush in the top plate separation type of interbedded structure of mudstone and sandstone, a water and sand inrush starting test device is adopted to achieve dynamic control of water pressure through gas injection and pressure supplementation. 25 sets of orthogonal tests are designed for static and dynamic water pressure, and obtained the influence laws of main controlling factors such as water head height, crack width, crack angle, clay layer thickness, and particle size distribution on water and sand inrush. We analyzed the stage characteristics of water and sand inrush initiation. Using response surface methodology, a quadratic polynomial regression equation was established between the membership degree of water and sand inrush and each main control factor, and the influence of each main control factor and pairwise interaction factors on the initiation of water and sand inrush was analyzed. A comparative analysis was conducted on the phenomenon of water and sand inrush starting disasters under static and dynamic water pressure, and the differences in water and sand starting under static and dynamic water pressure were explained. The results showed that the simulation of the separation layer water accumulation process was achieved by injecting gas to supplement pressure, providing a new approach for simulating and studying the separation layer water accumulation process. The initiation of water and sand inrush has obvious stage characteristics, which can be divided into four stages: initial seepage stage, accelerated seepage stage, piping stage, and water and sand inrush stage. The degree of influence of each main controlling factor on the membership degree of water and sand surges is as follows: clay layer thickness>water head height>crack width>crack angle>particle size distribution. Under the action of dynamic water pressure, the occurrence of water sand burst disasters is accelerated, and the order is continuous gas injection pressure>intermittent gas injection pressure>static water pressure. The research results can provide a theoretical basis for the prevention and control of water and sand inrush disasters caused by roof detachment in deep buried Jurassic coalfields in the western region.

     

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