• Publications
  • Influence
Critical hydraulic gradient for nonlinear flow through rock fracture networks: The roles of aperture, surface roughness, and number of intersections
Transition of fluid flow from the linear to the nonlinear regime has been confirmed in single rock fractures when the Reynolds number (Re) exceeds some critical values, yet the criterion for such aExpand
  • 93
  • 5
Estimating the relation between surface roughness and mechanical properties of rock joints
Discontinuities in rock masses have an important influence on deformational behaviour of blocky rock systems. For a single rock joint, the roughness of its surface is of paramount importance to itsExpand
  • 141
  • 4
Numerical simulations for the effects of normal loading on particle transport in rock fractures during shear
Fluid flow and tracer transport in a single rock fracture during shear is investigated using the finite element method (FEM) and streamline particle tracking, considering evolutions of aperture andExpand
  • 26
  • 2
  • PDF
A Review of Critical Conditions for the Onset of Nonlinear Fluid Flow in Rock Fractures
Selecting appropriate governing equations for fluid flow in fractured rock masses is of special importance for estimating the permeability of rock fracture networks. When the flow velocity is small,Expand
  • 24
  • 2
  • PDF
Simulation of cracking near a large underground cavern in a discontinuous rock mass using the expanded distinct element method
Abstract The rock masses in a construction site of underground cavern are generally not continuous, due to the presence of discontinuities, such as bedding, joints, faults and fractures. TheExpand
  • 63
  • 1
  • PDF
A fractal model based on a new governing equation of fluid flow in fractures for characterizing hydraulic properties of rock fracture networks
Abstract This study presents a fractal length distribution model of fractures in discrete fracture networks (DFNs), adopting a fractal dimension Df that represents the geometric distributionExpand
  • 83
  • 1
Influences of hydraulic gradient, surface roughness, intersecting angle, and scale effect on nonlinear flow behavior at single fracture intersections
Summary Fluid flow tests were conducted on two crossed fracture models for which the geometries of fracture segments and intersections were measured by utilizing a visualization technique using a CCDExpand
  • 70
  • 1
An analytical model considering interaction behavior of grouted rock bolts for convergence-confinement method in tunneling design
A new analytical model that represents the behavior of reinforced ground near a circular underground opening in a homogeneous, uniform stress field has been developed by considering the interactionExpand
  • 40
  • 1
A numerical approach for assessing effects of shear on equivalent permeability and nonlinear flow characteristics of 2-D fracture networks
Abstract Hydro-mechanical properties of rock fractures are core issues for many geoscience and geo-engineering practices. Previous experimental and numerical studies have revealed that shearExpand
  • 45
  • 1
Seismic damage assessment of mountain tunnel: A case study on the Tawarayama tunnel due to the 2016 Kumamoto Earthquake
Abstract The Kumamoto Earthquake with magnitude of 7.3(Mj) on April 16 and 6.5(Mj) on April 14, 2016 have triggered numerous damages to the Tawarayama Tunnel in Kumamoto Prefecture, Japan.Expand
  • 31
  • 1
  • PDF
...
1
2
3
4
5
...