采矿与安全工程学报2012，Vol.29Issue(1)：95-100,6.
岩石膨胀界限抗渗强度及在底板突水评价中应用
Rock Expansion Boundary Anti-Permeability Strength and Its Application in the Coal Mine Floor Water Inrush Evaluation
摘要
Abstract
To solve the difficulties in coal mine floor water inrush evaluation, on the basis of the servo-controlled permeability test of rock in the complete stress-strain process, we proposed the concept of rock expansion boundary anti-permeability strength, and established a theoretical evaluation model of floor water inrush. In the model, several factors, such as the floor aquifuge effective thickness, lithology, rock mass integrity, and expansion boundary anti-permeability strength were considered, and the taking values of all factors were described in detail. Taking the No. 17 coal seam and 2702 working face in Yangcun coal mine, Yanzhou mining group as an example, it proves that the evaluation model based on the expansive boundary anti-permeability strength is feasible to evaluate the coal mine floor water inrush.关键词
岩石膨胀界限抗渗强度/底板突水/RQD/全应力应变伺服试验/渗透率Key words
rock expansive boundary anti-permeability strength/ floor water inrush/ RQD/ complete stress-strain servo-controlled test/ permeability分类
矿业与冶金引用本文复制引用
段宏飞,姜振泉,王一栋,邵明喜,赵丽娟,朱前林..岩石膨胀界限抗渗强度及在底板突水评价中应用[J].采矿与安全工程学报,2012,29(1):95-100,6.基金项目
江苏省普通高校研究生科研创新计划项目(CXZZ11-0306) （CXZZ11-0306）
中国矿业大学青年科研基金项目(2009A029) （2009A029）
