K Li, ZY Yin, D Han, X Fan, R Cao, H Lin - Rock Mechanics and Rock …, 2021 - Springer
A series of uniaxial and triaxial compression tests were performed on slate samples with different diameters at different foliation orientations with respect to the direction of the major …
This paper discusses the use of the double-edge notched Brazilian disk test (DNBD) for measuring true mode II fracture toughness of rocks. The term true emphasises that in this …
YH Huang, SQ Yang, J Zhao - Rock Mechanics and Rock Engineering, 2016 - Springer
A three-dimensional particle flow code (PFC3D) was used for a systematic numerical simulation of the strength failure and cracking behavior of rock-like material specimens …
X Ding, L Zhang - International journal of rock mechanics and mining …, 2014 - Elsevier
The bonded particle model (BPM) has been increasingly used to simulate and analyze the mechanical behavior of rocks. However, traditional BPMs that use symmetric particles bear …
MRM Aliha, M Sistaninia, DJ Smith, MJ Pavier… - International Journal of …, 2012 - Elsevier
This paper describes the results of a series of tests conducted to study the mode I fracture toughness of a sedimentary soft rock (Guiting Limestone). Two types of tests were used …
R Xia, B Li, X Wang, T Li, Z Yang - Measurement, 2019 - Elsevier
To simulate the interactions between the coal mining machinery and bulk coal accurately, the parameters of wet bulk coal were calibrated using the discrete element method (DEM) …
K Li, Y Cheng, X Fan - Computers and Geotechnics, 2018 - Elsevier
In this study, a new calibration procedure was proposed to calibrate the micro-parameters for the flat-joint model. Both uniaxial compression and Brazilian test simulations were …
Both thermal damage and specimen size have a significant influence on the rock strength and deformation behavior. This study experimentally investigates the combined influences …
N Bahrani, PK Kaiser - Computers and Geotechnics, 2016 - Elsevier
A grain-based distinct element model (GBM) is used to investigate the influence of specimen size on the strength of intact (not defected) and defected rocks. The defected specimens are …