We present a discussion of the state-of-the-art on the use of discrete fracture networks
(DFNs) for modelling geometrical characteristics, geomechanical evolution and …

The goal of this review paper is to provide a summary of selected discrete element and
hybrid finite–discrete element modeling techniques that have emerged in the field of rock …

To simulate the entire process of the progressive failure of rock slopes, a series of
techniques are incorporated into the original NMM (numerical manifold method). To reflect …

The discrete fracture network (DFN) method is essential for estimating the mechanical
properties of naturally fractured rock masses. A three-dimensional (3D) equivalent DFN …

The influence of the intermediate principal stress on rock fracturing and strength near
excavation boundaries is studied using a FEM/DEM combined numerical tool. A loading …

Naturally fractured mine pillars provide an excellent example of the importance of accurately
determining rock mass strength. Failure in slender pillars is predominantly controlled by …

The stability and associated design of roof reinforcement requirements of tunnels driven in
United Kingdom Coal Measures strata is directly related to the engineering characteristics of …

The instability of rock slopes and underground engineering structures is usually caused by
shear sliding along discontinuities, such as joints or faults, which are usually non-persistent …

Natural and anthropogenic caves may represent a potential hazard for the built environment,
due to the occurrence of instability within caves, that may propagate upward and eventually …

This paper addresses one of the most challenging problems in mining rock engineering—
the interaction between block cave mining and a large overlying open pit. The finite element …