[HTML][HTML] The use of discrete fracture networks for modelling coupled geomechanical and hydrological behaviour of fractured rocks
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 …
(DFNs) for modelling geometrical characteristics, geomechanical evolution and …
A general review on longwall mining‐induced fractures in near‐face regions
Q Bai, S Tu - Geofluids, 2019 - Wiley Online Library
It is believed that underground longwall mining usually produces fractures in the
surrounding rocks. On the one hand, mining‐induced fractures not only degrade the strength …
surrounding rocks. On the one hand, mining‐induced fractures not only degrade the strength …
The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation
Rock slope failure is particularly detrimental to the safety of human life and engineering
infrastructure. The pre-existing discontinuities in the jointed rock slopes play a key role in the …
infrastructure. The pre-existing discontinuities in the jointed rock slopes play a key role in the …
Cracking mechanism and strength criteria evaluation of granite affected by intermediate principal stresses subjected to unloading stress state
F Feng, S Chen, Y Wang, W Huang, Z Han - International Journal of Rock …, 2021 - Elsevier
Extensive true-triaxial unloading tests are conducted on rectangular Miluo granite
specimens to investigate their crack propagation behavior and peak unloading strength …
specimens to investigate their crack propagation behavior and peak unloading strength …
A calibration procedure for two-dimensional laboratory-scale hybrid finite–discrete element simulations
Abstract In recent years, Bonded-Discrete element methods (Bonded-DEM) and hybrid finite–
discrete element methods (FDEM) have become widely employed to model brittle fracturing …
discrete element methods (FDEM) have become widely employed to model brittle fracturing …
Analysis of thermo-mechanical damage around tunnel and deposition boreholes of an underground nuclear waste disposal facility at the Forsmark site (Sweden) by …
This study focuses on rock damage potentially develo** in the near-field of a planned
underground nuclear waste repository at the Forsmark site (Sweden). In hard, crystalline …
underground nuclear waste repository at the Forsmark site (Sweden). In hard, crystalline …
ADFNE: Open source software for discrete fracture network engineering, two and three dimensional applications
YF Alghalandis - Computers & Geosciences, 2017 - Elsevier
Rapidly growing topic, the discrete fracture network engineering (DFNE), has already
attracted many talents from diverse disciplines in academia and industry around the world to …
attracted many talents from diverse disciplines in academia and industry around the world to …
Acceleration of a 2D/3D finite-discrete element code for geomechanical simulations using General Purpose GPU computing
This paper presents a novel implementation of a hydro-mechanically coupled, finite-discrete
element method (FDEM) optimized to exploit the computing parallelism of graphics …
element method (FDEM) optimized to exploit the computing parallelism of graphics …
Tunnel failure in hard rock with multiple weak planes due to excavation unloading of in-situ stress
S Chen, F Feng, Y Wang, D Li, W Huang… - Journal of Central South …, 2020 - Springer
Natural geological structures in rock (eg, joints, weakness planes, defects) play a vital role in
the stability of tunnels and underground operations during construction. We investigated the …
the stability of tunnels and underground operations during construction. We investigated the …
Discontinuum–equivalent continuum analysis of the stability of tunnels in a deep coal mine using the distinct element method
An imperative task for successful underground mining is to ensure the stability of
underground structures. This is more so for deep excavations which may be under …
underground structures. This is more so for deep excavations which may be under …