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王明中, 孙玉宁, 郝富昌. 渗流-应力耦合作用下巷道预排瓦斯等值宽度研究[J]. 煤炭科学技术, 2020, 48(12).
引用本文: 王明中, 孙玉宁, 郝富昌. 渗流-应力耦合作用下巷道预排瓦斯等值宽度研究[J]. 煤炭科学技术, 2020, 48(12).
WANG Mingzhong SUN Yuning HAO Fuchang, . Research on pre- drainage gas equivalent width of roadway under seepage-stress coupling[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(12).
Citation: WANG Mingzhong SUN Yuning HAO Fuchang, . Research on pre- drainage gas equivalent width of roadway under seepage-stress coupling[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(12).

渗流-应力耦合作用下巷道预排瓦斯等值宽度研究

Research on pre- drainage gas equivalent width of roadway under seepage-stress coupling

  • 摘要: 准确确定巷道预排瓦斯等值宽度,对于矿井瓦斯涌出量预测、抽采达标评判及提高掘进工作面瓦斯灾害防治效果具有重要意义。为了确定合理的巷道预排瓦斯等值宽度,推导了考虑应变软化和扩容特性的巷道周围煤体弹塑性力学模型,得到了巷道周围煤体应力及体积应变的解析表达式,以渗透率为桥梁建立了考虑巷道卸压及基质收缩效应的瓦斯运移耦合模型,查明了巷道周围煤体瓦斯运移规律及影响因素,确定了不同条件下的巷道预排瓦斯等值宽度。研究结果表明:巷道周围煤体瓦斯运移受到应力场和渗流场的控制,巷道卸压范围越大,其周围煤体渗透率提高地越多,越有利于瓦斯排放;排放时间、煤层透气性系数、地应力、煤体强度、支护应力、巷道尺寸和变质程度是影响巷道预排瓦斯等值宽的主要因素;排放时间60、120、180、240 d的巷道预排瓦斯等值宽度分别为9.2、11.9、13.8和15.3 m,随着排放时间的增加而增大;较难抽采煤层排放180 d的巷道预排瓦斯等值宽度小于15 m,可以抽采煤层为15~20 m,容易抽采煤层厚度大于20 m,巷道预排瓦斯等值宽度随煤层透气性系数的升高逐渐增大;地应力、煤体强度、支护应力和巷道尺寸通过控制煤体变形而影响瓦斯运移,巷道预排瓦斯等值宽度与排放时间、煤层透气性系数和巷道尺寸呈正比关系,与煤体强度、地应力、支护应力及变质程度呈反比关系;确定了试验巷道排放时间120 d的预排瓦斯等值宽度为11.9 m,瓦斯含量测试结果表明确定的预排瓦斯等值宽度合理可靠。

     

    Abstract: It is of great significance to accurately determine the pre-drainage gas width of roadway for prediction of mine gas emission,evaluation of drainage stand ards and improvement of prevention and control effect of gas disaster in roadway.In order to determine reasonable pre-drainage gas width of roadway,the elastoplastic mechanical model of the coal body around the roadway considering the strain softening and dilatancy characteristics was deduced,and the analytical expressions of the stress and volume strain of the coal around the roadway were obtained,and the gas migration coupling model considering the roadway pressure relief and matrix shrink age effect was established based on the permeability as a bridge.The gas migration law and influencing factors of coal around the roadway was found out,and pre-disch arge gas equivalent widths with different conditions were determined.The results show that: the gas migration around the roadway is controlled by the stress field and th e seepage field,and the larger the roadway pressure relief range is,the more the coal body's permeability increases,which is more favorable for gas discharge.Discharg e time,permeability coefficient of coal seam,ground stress,coal body strength,supporting stress,roadway size and metamorphic grade are the main factors to control pre -discharge gas equivalent width. The pre-discharge gas equivalent width with discharge time of 60,120, 180,and 240 d are 9.2,11.9,13.8,and 15.3 m,which increase with the increase of discharge time.The pre-drainage gas width of coal layer for 180 d that is difficult to gas drainage is less than 15 m,and the coal layer that can be drainag edis 15 ~ 20 m,and the easy drainage of the coal layer is more than 20 m,and the pre-drainage gas width of roadway gradually increases with the increase of the coal permeability coefficient. Ground stress,coal body strength, supporting stress and roadway size affect gas migration by controlling coal body deformation. The pre-drainag e gas width of roadway is directly proportional to discharge time,coal seam permeability coefficient and roadway size,and coal body strength,ground stress ,supporting st ress and metamorphic degree are inversely proportional.Pre-discharge gas equivalent width of test roadway with discharge time 120 d is determined 11.9 m,and the gas content test result shows that it is reasonable and reliable.

     

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