The anisotropy in the deformational behavior of blocky rock masses has been comprehensively investigated. The uniaxial deformation modulus was selected as the key parameter.
Omid Ahrami +2 more
doaj +1 more source
To enhance the accuracy of joint roughness coefficient (JRC) estimation in photogrammetry, this study employed a fixed-camera shooting strategy guided by a Structure-from-Motion-based shooting parameter selection algorithm to reconstruct 3D models of ...
Jiang Yuan +4 more
doaj +1 more source
Using rodogram function to characterize hurst coefficient in rock profiles
Roughness is a fundamental feature to define rock deformability and resistance. A detailed characterization of discontinuity surface geometry is essential for understanding some of the rock’s mechanical behaviors.
Cláudio Lúcio Lopes Pinto (6151796) +1 more
core +1 more source
Effect of different wall roughness on the frictional behavior of rock joints
Rock discontinuities play a crucial and critical role on the deformational and failure behavior of the rock mass. In most investigations, both the surfaces of the rock joints are considered to have same roughness.
SINGH, TN, TRIPATHY, A, ROY, DG
core +1 more source
Shear Behavior of Two-Dimensional Propped Rough Fractures
The deployment of proppant to fracture shear is a promising approach to stimulating hydraulic permeability in fractured reservoirs. However, the interactive effects of proppant and surface roughness have not been clearly revealed.
Qi Zhang +4 more
doaj +1 more source
Numerical Study on the Impact of Locked-In Stress on Rock Failure Processes and Energy Evolutions. [PDF]
Wang T, Liu Z, Liu L, Feng X.
europepmc +1 more source
Experimental Study on Shear Behavior of Rock Composite Material under Normal Unloading Conditions. [PDF]
Liu B, Chen Y, Lin H, Cao R, Zhang S.
europepmc +1 more source
Numerical simulations on shear behaviour of rock joint network under constant normal stiffness conditions. [PDF]
Han G +6 more
europepmc +1 more source
Effect of joint roughness coefficient and size on shear and characteristic strengths of structural planes. [PDF]
Hu G +5 more
europepmc +1 more source
Interface shear behavior of a shaft lining concrete-high density polyethylene material under different pre-imposed normal stresses. [PDF]
Zhang T, Zhang C, Zou J.
europepmc +1 more source

