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机构地区:[1]徐州工程学院土木工程学院,江苏徐州221008
出 处:《采矿与安全工程学报》2008年第4期458-462,共5页Journal of Mining & Safety Engineering
基 金:国家自然科学基金项目(50674087);教育部博士点学科专项科研基金项目(20060290504);江苏省高等自然科学基金项目(BK2002114);中国博士后科学基金项目(20040350676);徐州工程学院科研项目(XKY200606;XKY2007219)
摘 要:建立了一种面向RFPA的煤层底板渗流模型,计算了采场推进150 m时底板的位移和渗透特性及突水因数.对渗流关键层的存在性及其作用进行了初步探讨,提出了渗流关键层的判定条件.通过算例,讨论了承载关键层、隔水关键层和渗流关键层之间的关系.研究表明,如果某一岩层的渗透率远远小于其他岩层,则该岩层对底板渗流的稳定性起决定性作用,为渗流关键层;在算例中,当采场推进150 m时,渗流关键层存在,并且与隔水关键层为同一岩层;渗流关键层对突水因数有较大的影响.A dynamic model of seepage in coal-seam-floor oriented to RFPA was established, the displacement, permeability parameters and water-inrush factor when stope advances 150 m were calculated. Existence and role of seepage-key-stratum in coal-seam-floor are primarily ex- plored, determinant conditions of seepage-key-stratum is put forward. The relationship among bearing-key-stratum, water-insulating-key-stratum, and seepage-key-stratum are considered through a numerical example. Research result shows that if the permeability of a rock stratum is far lower than that of any other strata, the stratum which is called seepage-key-stratum plays a decisive role in the stability of seepage in coal-seam-floor. In the numerical example, a seepage-key-stratum exists, and it is also water-insulating-key-stratum. Water-inrush factor is mainly influenced by the seepage-key-stratum.
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