Search
Search Results
-
Behavior of a Rock Mass in Uplift Field Tests of Rock Anchors
Rock anchors are high-capacity reinforcement measures used to stabilize large-scale infrastructures. According to the literature, they can fail in...
-
Anisotropic mechanical behavior and failure characteristics of multi-jointed rock mass
Multi-jointed rock masses are common in nature, and the failure of a jointed rock mass may potentially cause severe engineering failure. In this...
-
Experimental and Numerical Study of Joint Persistence Effect on the Non-persistent Jointed Rock Mass’ Tension Failure Behavior
Tension failure is a common failure mode for jointed rock mass, with the rock bridge as the main body subjected to the tensile load. To reveal the...
-
Anisotropic behavior of excavated layered rock mass subjected to compression considering the joint roughness
The failure mode of the surrounding rock disturbed by the excavation of layered fractured rock is dominated by the spatial distribution of the...
-
Mechanical behavior and tension-shear failure mechanism of fractured rock mass under uniaxial condition
The influence of different shapes and distribution forms of fractures on rock mass failure behavior has been extensively studied. However, the...
-
Numerical Modeling of Stress–Strain Behavior of Rock Mass in the Course of Mining of Lower Strata in a Series
AbstractThe features of mining of a coal series are described. The stress–strain behavior of rock mass during mining of the lower strata in the...
-
Evaluation of the Rock Mass Strength for Hard Rock Pillar Design Using Bonded Block Models
The estimation of rock mass strength is a crucial step in pillar design. While the tri-linear (or S-shaped) failure criterion has been proposed to...
-
Time History of Elastic Characteristics in Pitwall Rock Mass
AbstractThe article describes the studies on the geomechanical behavior of the large pitwall rock mass using the seismic method. The on-site...
-
Crack Propagation Behavior and Damage Extent of Rock Mass under Instantaneous Expansion in Borehole
Roof-cutting blasting by explosives involves certain operational risks and is prone to cause damage to surrounding rock. Accordingly, a new...
-
Mechanical behavior and failure modes of jointed rock mass based on rough discrete fracture network models
Rough discrete fracture network (RDFN) models which consider the joint geometry of rock masses were proposed. The uniaxial compressive strength (UCS)...
-
Influences of Joint Persistence on the Compressive-Shear and Tensile-Shear Failure Behavior of Jointed Rock Mass: An Experimental and Numerical Study
The non-persistent jointed rock mass is prone to compressive-shear and tensile-shear failures. Tensile-shear failure has been studied less than...
-
Non-attenuation Behavior of Stress Wave Propagation Through a Rock Mass
The propagation properties of stress waves in rock masses are of great importance for exploring the internal structure of the Earth and avoiding...
-
The use of stochastic geomechanical properties of potential failure plane and fracture networks for realistic modelling of rock mass behaviour: A synthetic rock mass modelling (SRM) study
Almost all conventional discrete fracture network (DFN) models embedded within rock masses are discontinuities with zero tensile strength and mean...
-
Shear behavior of synthetic rough jointed rock mass with 3D-printed jointing
Preparation of laboratory samples that have surfaces with complex but repeatable roughness distributions to study the mechanical behavior of jointed...
-
Geomechanical Behavior of Undermined Rock Mass in Blind Orebody Mining in Tashtagol Field
AbstractThe behavior of a pillar is examined in the course of mining of a blind ore body in the Southeast site of Tashtagol field. The geomechanics...
-
Evaluating coupled hydromechanical behavior of anisotropic rock mass using DEM
Fluid transmission in geothermal reservoirs is significantly affected by foliated metamorphic rocks, which exhibit high anisotropy and heterogeneity....
-
Role of Rock Sections in Intermittent Joints in Controlling Rock Mass Strength and Failure Modes
Rock sections in intermittent joints are important structures that prevent joints from interconnecting and maintain the stability of the rock mass,...
-
Modified FEM Algorithm with Introduced Elastic Blocks for Geomechanical Modeling of Undermined Rock Mass
AbstractThe authors attempt the numerical modeling of the geomechanical behavior of rock mass in the course of single unit face longwall mining. The...
-
Empirical estimation of rock mass deformation modulus of rocks: comparison of intact rock properties and rock mass classifications as inputs
Deformation modulus of rock mass (Em) is an important parameter for the analysis and design of mining engineering projects. However, field tests for...
-
Determination of the Rock Mass Bearing Mechanism Following Excavation of Circular Tunnels
The self-supporting capacity of the surrounding rock mass is a critical factor in maintaining tunnel stability after excavation and is a key...