张龙, 吴爱军, 王辉, 刘文. 高瓦斯煤层干胀致裂增透技术试验研究[J]. 中国矿业, 2021, 30(1): 140-149. DOI: 10.12075/j.issn.1004-4051.2021.01.018
    引用本文: 张龙, 吴爱军, 王辉, 刘文. 高瓦斯煤层干胀致裂增透技术试验研究[J]. 中国矿业, 2021, 30(1): 140-149. DOI: 10.12075/j.issn.1004-4051.2021.01.018
    ZHANG Long, WU Aijun, WANG Hui, LIU Wen. Experimental study on technology of permeability enhancement with dry-expansion cracking in high-gas coal seam[J]. CHINA MINING MAGAZINE, 2021, 30(1): 140-149. DOI: 10.12075/j.issn.1004-4051.2021.01.018
    Citation: ZHANG Long, WU Aijun, WANG Hui, LIU Wen. Experimental study on technology of permeability enhancement with dry-expansion cracking in high-gas coal seam[J]. CHINA MINING MAGAZINE, 2021, 30(1): 140-149. DOI: 10.12075/j.issn.1004-4051.2021.01.018

    高瓦斯煤层干胀致裂增透技术试验研究

    Experimental study on technology of permeability enhancement with dry-expansion cracking in high-gas coal seam

    • 摘要: 瓦斯抽采是煤矿瓦斯灾害治理的关键,煤层结构改造是瓦斯抽采的核心问题,干胀致裂是实现煤层结构改造的有效途径。本文提出一种煤层干胀致裂增透技术,利用自制的干胀致裂试验系统,采用低密度泡沫混凝土相似材料来模拟煤岩体,开展了干胀致裂物理试验,得到了有围压、无围压两种条件下煤岩体相似材料的致裂规律和致裂效果。 结果表明:无围压条件下,混凝土试件的起裂压力为2.04~3.17 MPa,且呈径向拉伸破坏,大致呈现两种裂纹形态,一种是以膨胀管为中心产生两条对称的贯穿裂纹;另一种是以膨胀管为中心产生3条夹角约为120°的裂纹,致裂时间为10~40 s。有围压条件下,混凝土试件破坏程度增大。起裂压力为4.50~6.78 MPa,产生了3条主裂纹和8~14条次生裂纹,致裂时间30~400 s。主裂纹大致沿最大主应力方向扩展,试件开裂形成宏观裂纹后,增大致裂压力,可以进一步促进次生裂纹发育。煤层干胀致裂技术,其致裂能量集中,加载类型多样,裂隙发育充分,煤层结构得到有效改造,可为煤层结构改造提供一种新的技术与理论支撑。

       

      Abstract: Gas extraction is the key to gas disaster control in coal mines, the structural transformation of coal seam is the core of gas extraction, dry-expansion cracking is an effective way to realize the structural transformation of coal seam.This paper proposes a technology of dry-expansion cracking to increase permeability.Using a self-made test system of dry-expansion cracking.And low density foamed concrete is used to simulate coal-rock mass.the physical test of dry-expansion cracking was carried out, we get the law and effect of cracking under two conditions.One is with confining pressure; the other is no confining pressure.The results show that under the condition of no confining pressure, the cracking pressure of concrete specimen is 2.04-3.17 MPa.It shows diametral tensile failure, and there are two kinds of crack shapes.One is two symmetrical through cracks with the expansion tube as the center; the other is three cracks with the expansion tube as the center, the included angle is about 120°, and the cracking time is about 10-40 s.Under the condition of confining pressure, the damage degree of concrete specimens increases.The cracking pressure is 4.50-6.78 MPa, it produces three main cracks and eight to fourteen secondary cracks.The cracking time is about 30-400 s.The main crack propagates along the direction of the maximum principal stress.And after the macro cracks are formed, the secondary cracks can be further promoted by increasing the cracking pressure.The power of dry-expansion cracking technology is concentrated, it has several load types and sufficient fracture development.Coal seam structure has been effectively transformed.It can provide a new technology and theoretical support for the structural transformation of coal seam.

       

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