In this paper,the advantage of using numerical models with the strength reduction method(SRM) to evaluate entry stability in complex multiple-seam conditions is demonstrated.A coal mine under variable topography from ...In this paper,the advantage of using numerical models with the strength reduction method(SRM) to evaluate entry stability in complex multiple-seam conditions is demonstrated.A coal mine under variable topography from the Central Appalachian region is used as a case study.At this mine,unexpected roof conditions were encountered during development below previously mined panels.Stress mapping and observation of ground conditions were used to quantify the success of entry support systems in three room-and-pillar panels.Numerical model analyses were initially conducted to estimate the stresses induced by the multiple-seam mining at the locations of the affected entries.The SRM was used to quantify the stability factor of the supported roof of the entries at selected locations.The SRM-calculated stability factors were compared with observations made during the site visits,and the results demonstrate that the SRM adequately identifies the unexpected roof conditions in this complex case.It is concluded that the SRM can be used to effectively evaluate the likely success of roof supports and the stability condition of entries in coal mines.展开更多
长期以来,在煤层气水力压裂研究中多偏重于压裂工艺的研究,而系统考虑地质因素的影响力度不够,从而导致压裂施工效果不明显。基于目标区的钻井、测井和岩心分析测试等资料,分析了主煤层煤岩孔裂隙发育特征、渗透率等特征,柿庄南区块及...长期以来,在煤层气水力压裂研究中多偏重于压裂工艺的研究,而系统考虑地质因素的影响力度不够,从而导致压裂施工效果不明显。基于目标区的钻井、测井和岩心分析测试等资料,分析了主煤层煤岩孔裂隙发育特征、渗透率等特征,柿庄南区块及邻区煤层渗透率平面上变化较大,一般0.01-0.3 m D,平均0.09 m D以上。基于煤岩渗透率和煤岩敏感性测试,确定了煤层渗透率敏感性的主要地质因素——随着地应力梯度的增加呈指数降低,煤储层渗透性受地应力影响明显,随着弹性模量的增大,岩石的可压缩性降低,渗透率受到的影响也越小。展开更多
文摘In this paper,the advantage of using numerical models with the strength reduction method(SRM) to evaluate entry stability in complex multiple-seam conditions is demonstrated.A coal mine under variable topography from the Central Appalachian region is used as a case study.At this mine,unexpected roof conditions were encountered during development below previously mined panels.Stress mapping and observation of ground conditions were used to quantify the success of entry support systems in three room-and-pillar panels.Numerical model analyses were initially conducted to estimate the stresses induced by the multiple-seam mining at the locations of the affected entries.The SRM was used to quantify the stability factor of the supported roof of the entries at selected locations.The SRM-calculated stability factors were compared with observations made during the site visits,and the results demonstrate that the SRM adequately identifies the unexpected roof conditions in this complex case.It is concluded that the SRM can be used to effectively evaluate the likely success of roof supports and the stability condition of entries in coal mines.
文摘长期以来,在煤层气水力压裂研究中多偏重于压裂工艺的研究,而系统考虑地质因素的影响力度不够,从而导致压裂施工效果不明显。基于目标区的钻井、测井和岩心分析测试等资料,分析了主煤层煤岩孔裂隙发育特征、渗透率等特征,柿庄南区块及邻区煤层渗透率平面上变化较大,一般0.01-0.3 m D,平均0.09 m D以上。基于煤岩渗透率和煤岩敏感性测试,确定了煤层渗透率敏感性的主要地质因素——随着地应力梯度的增加呈指数降低,煤储层渗透性受地应力影响明显,随着弹性模量的增大,岩石的可压缩性降低,渗透率受到的影响也越小。
