深部巷道具有强烈的动力扰动特征。采用有限差分数值计算软件FLAC(Fast La-grangian Analysis of Continua)对动力扰动下巷道围岩力学响应进行了数值分析。结果表明:动力扰动增大巷道顶、底板的水平应力峰值,并使峰值位置后置;扰动后巷...深部巷道具有强烈的动力扰动特征。采用有限差分数值计算软件FLAC(Fast La-grangian Analysis of Continua)对动力扰动下巷道围岩力学响应进行了数值分析。结果表明:动力扰动增大巷道顶、底板的水平应力峰值,并使峰值位置后置;扰动后巷道顶板下沉量及巷道围岩塑性区范围显著增加。原岩应力越大,动力扰动对巷道围岩应力场、位移场及塑性区范围影响就越显著,对于深部高应力巷道,动力扰动可使巷道顶、底板的水平应力峰值达到极高应力状态,并存在大范围的塑性屈服区域,具有发生岩爆的危险。展开更多
The research of rock properties based on its inherent microscopic to mesoscopic porous structure has drawn great attention for its potential in predicting the macroscopic behavior of rocks.An accurate reconstruction o...The research of rock properties based on its inherent microscopic to mesoscopic porous structure has drawn great attention for its potential in predicting the macroscopic behavior of rocks.An accurate reconstruction of the threedimensional porous structure is a premise for the related studies of hydraulic and mechanical properties of rocks,such as the transport properties and mechanical responses under pressures.In this paper,we present a computer procedure for reconstructing the 3D porous structure of low-permeability sandstone.Two large-size 3D models are reconstructed based on the information of a reference model which is established from computed tomography(CT)images.A self-developed finite element method is applied to analyze the nonlinear mechanical behavior of the sandstone based on its reconstructed model and to compare the results with those based on the reference model.The good consistency of the obtained mechanical responses indicates the potential of using reconstruction models to predict the influences of porous structure on the mechanical properties of low-permeability sandstone.展开更多
文摘深部巷道具有强烈的动力扰动特征。采用有限差分数值计算软件FLAC(Fast La-grangian Analysis of Continua)对动力扰动下巷道围岩力学响应进行了数值分析。结果表明:动力扰动增大巷道顶、底板的水平应力峰值,并使峰值位置后置;扰动后巷道顶板下沉量及巷道围岩塑性区范围显著增加。原岩应力越大,动力扰动对巷道围岩应力场、位移场及塑性区范围影响就越显著,对于深部高应力巷道,动力扰动可使巷道顶、底板的水平应力峰值达到极高应力状态,并存在大范围的塑性屈服区域,具有发生岩爆的危险。
基金the financial supports from the National Natural Science Foundation for Distinguished Young Scholars of China(51125017)the National Natural Science Foundation of China(51374213)the National Basic Research Pro-gram of China(Grant 2010CB226804,2011CB201201).
文摘The research of rock properties based on its inherent microscopic to mesoscopic porous structure has drawn great attention for its potential in predicting the macroscopic behavior of rocks.An accurate reconstruction of the threedimensional porous structure is a premise for the related studies of hydraulic and mechanical properties of rocks,such as the transport properties and mechanical responses under pressures.In this paper,we present a computer procedure for reconstructing the 3D porous structure of low-permeability sandstone.Two large-size 3D models are reconstructed based on the information of a reference model which is established from computed tomography(CT)images.A self-developed finite element method is applied to analyze the nonlinear mechanical behavior of the sandstone based on its reconstructed model and to compare the results with those based on the reference model.The good consistency of the obtained mechanical responses indicates the potential of using reconstruction models to predict the influences of porous structure on the mechanical properties of low-permeability sandstone.
