采用Geostation for City(岩土三维勘察设计系统)进行黄水东调输水管线的三维地质建模,并对长距离管线建模过程进行方法梳理。应用该软件系统基本实现长距离管线地质模型的建立,地质信息展现直观形象。利用三维方式展现地质模型将对以...采用Geostation for City(岩土三维勘察设计系统)进行黄水东调输水管线的三维地质建模,并对长距离管线建模过程进行方法梳理。应用该软件系统基本实现长距离管线地质模型的建立,地质信息展现直观形象。利用三维方式展现地质模型将对以后地质工程的改革具有一定的指导意义。展开更多
In this paper, a new constitutive model for the deformation of rock discontinuities in a geostress field is proposed, the permeability tensor with consideration of coupled hy dromechanical behaviour of jointed rock m...In this paper, a new constitutive model for the deformation of rock discontinuities in a geostress field is proposed, the permeability tensor with consideration of coupled hy dromechanical behaviour of jointed rock masses is formulated. It is found that the influ ence of geostatic stresses on the permeability of jointed rock masses is caused mainly by af fecting the aperture of discontinuities and the flow paths in discontinuity networks; the hydraulic conductivity of jointed rock masses decreases in negative exponential relationwith the increase of embedded depth and in hyperbolic relation with the increase of lateral pressure coefficient. The theory of hydromechanical coupling is applicable in the study of reservoir induced earthquake.展开更多
文摘In this paper, a new constitutive model for the deformation of rock discontinuities in a geostress field is proposed, the permeability tensor with consideration of coupled hy dromechanical behaviour of jointed rock masses is formulated. It is found that the influ ence of geostatic stresses on the permeability of jointed rock masses is caused mainly by af fecting the aperture of discontinuities and the flow paths in discontinuity networks; the hydraulic conductivity of jointed rock masses decreases in negative exponential relationwith the increase of embedded depth and in hyperbolic relation with the increase of lateral pressure coefficient. The theory of hydromechanical coupling is applicable in the study of reservoir induced earthquake.